initial commit

2024-09-20 17:41:55 +02:00 · 2024-09-20 17:41:55 +02:00 · fe9035fd18
commit fe9035fd18
60 changed files with 3331 additions and 0 deletions
--- a/.obsidian/app.json
+++ b/.obsidian/app.json
@ -0,0 +1,4 @@
+{
+  "alwaysUpdateLinks": true,
+  "useMarkdownLinks": false
+}
--- a/.obsidian/appearance.json
+++ b/.obsidian/appearance.json
@ -0,0 +1,6 @@
+{
+  "accentColor": "#44a976",
+  "theme": "moonstone",
+  "baseFontSize": 18,
+  "baseFontSizeAction": true
+}
--- a/.obsidian/community-plugins.json
+++ b/.obsidian/community-plugins.json
@ -0,0 +1,6 @@
+[
+  "no-dupe-leaves",
+  "obsidian-excalidraw-plugin",
+  "open-in-new-tab",
+  "obsidian-hider"
+]
--- a/.obsidian/core-plugins-migration.json
+++ b/.obsidian/core-plugins-migration.json
@ -0,0 +1,30 @@
+{
+  "file-explorer": true,
+  "global-search": true,
+  "switcher": true,
+  "graph": true,
+  "backlink": true,
+  "canvas": true,
+  "outgoing-link": true,
+  "tag-pane": true,
+  "properties": false,
+  "page-preview": true,
+  "daily-notes": true,
+  "templates": true,
+  "note-composer": true,
+  "command-palette": true,
+  "slash-command": false,
+  "editor-status": true,
+  "bookmarks": true,
+  "markdown-importer": false,
+  "zk-prefixer": false,
+  "random-note": false,
+  "outline": true,
+  "word-count": true,
+  "slides": false,
+  "audio-recorder": false,
+  "workspaces": false,
+  "file-recovery": true,
+  "publish": false,
+  "sync": false
+}
--- a/.obsidian/core-plugins.json
+++ b/.obsidian/core-plugins.json
@ -0,0 +1,20 @@
+[
+  "file-explorer",
+  "global-search",
+  "switcher",
+  "graph",
+  "backlink",
+  "canvas",
+  "outgoing-link",
+  "tag-pane",
+  "page-preview",
+  "daily-notes",
+  "templates",
+  "note-composer",
+  "command-palette",
+  "editor-status",
+  "bookmarks",
+  "outline",
+  "word-count",
+  "file-recovery"
+]
--- a/.obsidian/graph.json
+++ b/.obsidian/graph.json
@ -0,0 +1,22 @@
+{
+  "collapse-filter": true,
+  "search": "",
+  "showTags": false,
+  "showAttachments": false,
+  "hideUnresolved": false,
+  "showOrphans": true,
+  "collapse-color-groups": true,
+  "colorGroups": [],
+  "collapse-display": true,
+  "showArrow": false,
+  "textFadeMultiplier": 0,
+  "nodeSizeMultiplier": 1,
+  "lineSizeMultiplier": 1,
+  "collapse-forces": true,
+  "centerStrength": 0.518713248970312,
+  "repelStrength": 10,
+  "linkStrength": 1,
+  "linkDistance": 250,
+  "scale": 1,
+  "close": false
+}
--- a/.obsidian/plugins/no-dupe-leaves/main.js
+++ b/.obsidian/plugins/no-dupe-leaves/main.js
@ -0,0 +1,6 @@
+/*
+THIS IS A GENERATED/BUNDLED FILE BY ESBUILD
+if you want to view the source, please visit the github repository of this plugin
+*/
+
+var w=Object.create;var u=Object.defineProperty;var y=Object.getOwnPropertyDescriptor;var k=Object.getOwnPropertyNames;var P=Object.getPrototypeOf,v=Object.prototype.hasOwnProperty;var g=e=>u(e,"__esModule",{value:!0});var m=(e,t)=>{g(e);for(var r in t)u(e,r,{get:t[r],enumerable:!0})},O=(e,t,r)=>{if(t&&typeof t=="object"||typeof t=="function")for(let n of k(t))!v.call(e,n)&&n!=="default"&&u(e,n,{get:()=>t[n],enumerable:!(r=y(t,n))||r.enumerable});return e},b=e=>O(g(u(e!=null?w(P(e)):{},"default",e&&e.__esModule&&"default"in e?{get:()=>e.default,enumerable:!0}:{value:e,enumerable:!0})),e);m(exports,{default:()=>l});var s=b(require("obsidian"));function d(e,t){let r=Object.keys(t).map(n=>C(e,n,t[n]));return r.length===1?r[0]:function(){r.forEach(n=>n())}}function C(e,t,r){let n=e[t],o=e.hasOwnProperty(t),i=r(n);return n&&Object.setPrototypeOf(i,n),Object.setPrototypeOf(a,i),e[t]=a,c;function a(...p){return i===n&&e[t]===a&&c(),i.apply(this,p)}function c(){e[t]===a&&(o?e[t]=n:delete e[t]),i!==n&&(i=n,Object.setPrototypeOf(a,n||Function))}}var h,l=class extends s.Plugin{async onload(){h=d(s.Workspace.prototype,{openLinkText(t){return function(r,n,o,i){if(o)return t&&t.apply(this,[r,n,o,i]);let a=F(r),c=!1;return app.workspace.iterateAllLeaves(p=>{let f=p.getViewState();f.type==="markdown"&&f.state?.file===a.path&&(app.workspace.setActiveLeaf(p,{focus:!0}),c=!0)}),c||(c=t&&t.apply(this,[r,n,o,i])),A(a),c}}})}onunload(){h()}};function A(e){let t=app.metadataCache.getCache(e.path),r=app.workspace.getActiveViewOfType(s.MarkdownView);if(e.heading){let n=t.headings.find(o=>o.heading===e.heading);n&&r.editor.setCursor(n.position.start.line)}else if(e.block){let n=t.blocks[e.block];n&&r.editor.setCursor(n.position.start.line)}}function F(e){let t=e.match(/\^(.*)$/),r=t?t[1]:void 0;e=e.replace(/(\^.*)$/,"");let n=e.match(/#(.*)$/),o=n?n[1]:void 0;e=e.replace(/(#.*)$/,"");let i;try{i=app.metadataCache.getFirstLinkpathDest((0,s.getLinkpath)(e),app.workspace.getActiveFile()?.path)}catch{i=null}return{path:i?.path??e,heading:o,block:r}}
--- a/.obsidian/plugins/no-dupe-leaves/manifest.json
+++ b/.obsidian/plugins/no-dupe-leaves/manifest.json
@ -0,0 +1,10 @@
+{
+	"id": "no-dupe-leaves",
+	"name": "No dupe leaves",
+	"version": "0.0.12",
+	"minAppVersion": "1.3.5",
+	"description": "Don't reopen notes that are already open",
+	"author": "Simon Cambier",
+	"authorUrl": "",
+	"isDesktopOnly": true
+}
--- a/.obsidian/plugins/obsidian-excalidraw-plugin/data.json
+++ b/.obsidian/plugins/obsidian-excalidraw-plugin/data.json
@ -0,0 +1,781 @@
+{
+  "folder": "Excalidraw",
+  "cropFolder": "",
+  "annotateFolder": "",
+  "embedUseExcalidrawFolder": false,
+  "templateFilePath": "Excalidraw/Template.excalidraw",
+  "scriptFolderPath": "Excalidraw/Scripts",
+  "compress": true,
+  "decompressForMDView": false,
+  "onceOffCompressFlagReset": true,
+  "onceOffGPTVersionReset": false,
+  "autosave": true,
+  "autosaveIntervalDesktop": 30000,
+  "autosaveIntervalMobile": 20000,
+  "drawingFilenamePrefix": "Drawing ",
+  "drawingEmbedPrefixWithFilename": true,
+  "drawingFilnameEmbedPostfix": " ",
+  "drawingFilenameDateTime": "YYYY-MM-DD HH.mm.ss",
+  "useExcalidrawExtension": true,
+  "cropPrefix": "cropped_",
+  "annotatePrefix": "annotated_",
+  "annotatePreserveSize": false,
+  "previewImageType": "SVGIMG",
+  "allowImageCache": true,
+  "allowImageCacheInScene": true,
+  "displayExportedImageIfAvailable": false,
+  "previewMatchObsidianTheme": false,
+  "width": "400",
+  "height": "",
+  "dynamicStyling": "colorful",
+  "isLeftHanded": false,
+  "iframeMatchExcalidrawTheme": true,
+  "matchTheme": false,
+  "matchThemeAlways": false,
+  "matchThemeTrigger": false,
+  "defaultMode": "normal",
+  "defaultPenMode": "never",
+  "penModeDoubleTapEraser": true,
+  "penModeCrosshairVisible": true,
+  "renderImageInMarkdownReadingMode": false,
+  "renderImageInHoverPreviewForMDNotes": false,
+  "renderImageInMarkdownToPDF": false,
+  "allowPinchZoom": false,
+  "allowWheelZoom": false,
+  "zoomToFitOnOpen": true,
+  "zoomToFitOnResize": true,
+  "zoomToFitMaxLevel": 2,
+  "linkPrefix": "📍",
+  "urlPrefix": "🌐",
+  "parseTODO": false,
+  "todo": "☐",
+  "done": "🗹",
+  "hoverPreviewWithoutCTRL": false,
+  "linkOpacity": 1,
+  "openInAdjacentPane": false,
+  "showSecondOrderLinks": true,
+  "focusOnFileTab": false,
+  "openInMainWorkspace": true,
+  "showLinkBrackets": true,
+  "allowCtrlClick": true,
+  "forceWrap": false,
+  "pageTransclusionCharLimit": 200,
+  "wordWrappingDefault": 0,
+  "removeTransclusionQuoteSigns": true,
+  "iframelyAllowed": true,
+  "pngExportScale": 1,
+  "exportWithTheme": true,
+  "exportWithBackground": true,
+  "exportPaddingSVG": 10,
+  "exportEmbedScene": false,
+  "keepInSync": false,
+  "autoexportSVG": false,
+  "autoexportPNG": false,
+  "autoExportLightAndDark": false,
+  "autoexportExcalidraw": false,
+  "embedType": "excalidraw",
+  "embedMarkdownCommentLinks": true,
+  "embedWikiLink": true,
+  "syncExcalidraw": false,
+  "experimentalFileType": false,
+  "experimentalFileTag": "✏️",
+  "experimentalLivePreview": true,
+  "fadeOutExcalidrawMarkup": false,
+  "loadPropertySuggestions": true,
+  "experimentalEnableFourthFont": false,
+  "experimantalFourthFont": "Virgil",
+  "addDummyTextElement": false,
+  "zoteroCompatibility": false,
+  "fieldSuggester": true,
+  "compatibilityMode": false,
+  "drawingOpenCount": 0,
+  "library": "deprecated",
+  "library2": {
+    "type": "excalidrawlib",
+    "version": 2,
+    "source": "https://github.com/zsviczian/obsidian-excalidraw-plugin/releases/tag/2.5.0",
+    "libraryItems": []
+  },
+  "imageElementNotice": true,
+  "mdSVGwidth": 500,
+  "mdSVGmaxHeight": 800,
+  "mdFont": "Virgil",
+  "mdFontColor": "Black",
+  "mdBorderColor": "Black",
+  "mdCSS": "",
+  "scriptEngineSettings": {},
+  "defaultTrayMode": true,
+  "previousRelease": "2.5.0",
+  "showReleaseNotes": true,
+  "showNewVersionNotification": true,
+  "latexBoilerplate": "\\color{blue}",
+  "taskboneEnabled": false,
+  "taskboneAPIkey": "",
+  "pinnedScripts": [],
+  "customPens": [
+    {
+      "type": "default",
+      "freedrawOnly": false,
+      "strokeColor": "#000000",
+      "backgroundColor": "transparent",
+      "fillStyle": "hachure",
+      "strokeWidth": 0,
+      "roughness": 0,
+      "penOptions": {
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+        "constantPressure": false,
+        "hasOutline": false,
+        "outlineWidth": 1,
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+          "smoothing": 0.5,
+          "streamline": 0.5,
+          "easing": "easeOutSine",
+          "start": {
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+            "taper": 0,
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+          "end": {
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+        }
+      }
+    },
+    {
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+      "strokeColor": "#FFC47C",
+      "backgroundColor": "#FFC47C",
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+          }
+        }
+      }
+    },
+    {
+      "type": "finetip",
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+          {
+            "shift": true,
+            "ctrl_cmd": false,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "image"
+          },
+          {
+            "shift": true,
+            "ctrl_cmd": false,
+            "alt_opt": false,
+            "meta_ctrl": true,
+            "result": "image-fullsize"
+          }
+        ]
+      },
+      "LinkClickAction": {
+        "defaultAction": "new-tab",
+        "rules": [
+          {
+            "shift": false,
+            "ctrl_cmd": false,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "active-pane"
+          },
+          {
+            "shift": false,
+            "ctrl_cmd": true,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "new-tab"
+          },
+          {
+            "shift": false,
+            "ctrl_cmd": true,
+            "alt_opt": true,
+            "meta_ctrl": false,
+            "result": "new-pane"
+          },
+          {
+            "shift": true,
+            "ctrl_cmd": true,
+            "alt_opt": true,
+            "meta_ctrl": false,
+            "result": "popout-window"
+          },
+          {
+            "shift": false,
+            "ctrl_cmd": true,
+            "alt_opt": false,
+            "meta_ctrl": true,
+            "result": "md-properties"
+          }
+        ]
+      }
+    },
+    "Win": {
+      "LocalFileDragAction": {
+        "defaultAction": "image-import",
+        "rules": [
+          {
+            "shift": false,
+            "ctrl_cmd": false,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "image-import"
+          },
+          {
+            "shift": false,
+            "ctrl_cmd": true,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "link"
+          },
+          {
+            "shift": true,
+            "ctrl_cmd": false,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "image-url"
+          },
+          {
+            "shift": true,
+            "ctrl_cmd": true,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "embeddable"
+          }
+        ]
+      },
+      "WebBrowserDragAction": {
+        "defaultAction": "image-url",
+        "rules": [
+          {
+            "shift": false,
+            "ctrl_cmd": false,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "image-url"
+          },
+          {
+            "shift": false,
+            "ctrl_cmd": true,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "link"
+          },
+          {
+            "shift": true,
+            "ctrl_cmd": true,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "embeddable"
+          },
+          {
+            "shift": true,
+            "ctrl_cmd": false,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "image-import"
+          }
+        ]
+      },
+      "InternalDragAction": {
+        "defaultAction": "link",
+        "rules": [
+          {
+            "shift": false,
+            "ctrl_cmd": false,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "link"
+          },
+          {
+            "shift": true,
+            "ctrl_cmd": true,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "embeddable"
+          },
+          {
+            "shift": true,
+            "ctrl_cmd": false,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "image"
+          },
+          {
+            "shift": false,
+            "ctrl_cmd": true,
+            "alt_opt": true,
+            "meta_ctrl": false,
+            "result": "image-fullsize"
+          }
+        ]
+      },
+      "LinkClickAction": {
+        "defaultAction": "new-tab",
+        "rules": [
+          {
+            "shift": false,
+            "ctrl_cmd": false,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "active-pane"
+          },
+          {
+            "shift": false,
+            "ctrl_cmd": true,
+            "alt_opt": false,
+            "meta_ctrl": false,
+            "result": "new-tab"
+          },
+          {
+            "shift": false,
+            "ctrl_cmd": true,
+            "alt_opt": true,
+            "meta_ctrl": false,
+            "result": "new-pane"
+          },
+          {
+            "shift": true,
+            "ctrl_cmd": true,
+            "alt_opt": true,
+            "meta_ctrl": false,
+            "result": "popout-window"
+          },
+          {
+            "shift": false,
+            "ctrl_cmd": true,
+            "alt_opt": false,
+            "meta_ctrl": true,
+            "result": "md-properties"
+          }
+        ]
+      }
+    }
+  },
+  "slidingPanesSupport": false,
+  "areaZoomLimit": 1,
+  "longPressDesktop": 500,
+  "longPressMobile": 500,
+  "isDebugMode": false,
+  "rank": "Bronze",
+  "modifierKeyOverrides": [
+    {
+      "modifiers": [
+        "Mod"
+      ],
+      "key": "Enter"
+    },
+    {
+      "modifiers": [
+        "Mod"
+      ],
+      "key": "k"
+    },
+    {
+      "modifiers": [
+        "Mod"
+      ],
+      "key": "G"
+    }
+  ],
+  "showSplashscreen": true
+}
--- a/.obsidian/plugins/obsidian-excalidraw-plugin/main.js
+++ b/.obsidian/plugins/obsidian-excalidraw-plugin/main.js
--- a/.obsidian/plugins/obsidian-excalidraw-plugin/manifest.json
+++ b/.obsidian/plugins/obsidian-excalidraw-plugin/manifest.json
@ -0,0 +1,12 @@
+{
+  "id": "obsidian-excalidraw-plugin",
+  "name": "Excalidraw",
+  "version": "2.5.0",
+  "minAppVersion": "1.1.6",
+  "description": "An Obsidian plugin to edit and view Excalidraw drawings",
+  "author": "Zsolt Viczian",
+  "authorUrl": "https://www.zsolt.blog",
+  "fundingUrl": "https://ko-fi.com/zsolt",
+  "helpUrl": "https://github.com/zsviczian/obsidian-excalidraw-plugin#readme",
+  "isDesktopOnly": false
+}
--- a/.obsidian/plugins/obsidian-excalidraw-plugin/styles.css
+++ b/.obsidian/plugins/obsidian-excalidraw-plugin/styles.css
--- a/.obsidian/plugins/obsidian-hider/data.json
+++ b/.obsidian/plugins/obsidian-hider/data.json
@ -0,0 +1,13 @@
+{
+  "hideStatus": false,
+  "hideTabs": false,
+  "hideScroll": true,
+  "hideSidebarButtons": true,
+  "hideTooltips": true,
+  "hideFileNavButtons": true,
+  "hideSearchSuggestions": false,
+  "hideSearchCounts": true,
+  "hideInstructions": false,
+  "hidePropertiesReading": false,
+  "hideVault": true
+}
--- a/.obsidian/plugins/obsidian-hider/main.js
+++ b/.obsidian/plugins/obsidian-hider/main.js
--- a/.obsidian/plugins/obsidian-hider/manifest.json
+++ b/.obsidian/plugins/obsidian-hider/manifest.json
@ -0,0 +1,11 @@
+{
+	"id": "obsidian-hider",
+	"name": "Hider",
+	"version": "1.5.1",
+	"minAppVersion": "1.6.0",
+	"description": "Hide UI elements such as tooltips, status, titlebar and more",
+	"author": "@kepano",
+	"authorUrl": "https://www.twitter.com/kepano",
+	"fundingUrl": "https://www.buymeacoffee.com/kepano",
+	"isDesktopOnly": false
+}
--- a/.obsidian/plugins/obsidian-hider/styles.css
+++ b/.obsidian/plugins/obsidian-hider/styles.css
@ -0,0 +1,66 @@
+/* Hides vault name */
+.hider-vault .workspace-sidedock-vault-profile,
+body.hider-vault:not(.is-mobile) .workspace-split.mod-left-split .workspace-sidedock-vault-profile {
+	display:none;
+}
+
+/* Hide tabs */
+.hider-tabs .mod-root .workspace-tabs .workspace-tab-header-container {
+	display: none;
+}
+
+.hider-tabs .mod-top-left-space .view-header {
+	padding-left: var(--frame-left-space);
+}
+
+/* Hide sidebar buttons */
+.hider-sidebar-buttons .sidebar-toggle-button.mod-right,
+.hider-sidebar-buttons .sidebar-toggle-button.mod-left {
+	display: none;
+}
+.hider-sidebar-buttons.mod-macos.is-hidden-frameless:not(.is-popout-window) .workspace .workspace-tabs.mod-top-right-space .workspace-tab-header-container {
+	padding-right: 4px;
+}
+.hider-sidebar-buttons.mod-macos {
+	--frame-left-space: 60px;
+}
+
+/* Hide meta */
+.hider-meta .markdown-reading-view .metadata-container {
+	display:none;
+}
+
+/* Hide scrollbars */
+.hider-scroll ::-webkit-scrollbar {
+	display:none;
+}
+
+/* Hide status */
+.hider-status .status-bar {
+	display:none;
+}
+
+/* Hide tooltips */
+.hider-tooltips .tooltip {
+	display:none;
+}
+
+/* Hide search suggestions */
+.hider-search-suggestions .suggestion-container.mod-search-suggestion {
+	display: none;
+}
+
+/* Hide search count flair */
+.hider-search-counts .tree-item-flair:not(.tag-pane-tag-count) { 
+	display:none;
+}
+
+/* Hide instructions */
+.hider-instructions .prompt-instructions {
+	display:none;
+}
+
+/* Hide file nav header */
+.hider-file-nav-header .workspace-leaf-content[data-type=file-explorer] .nav-header {
+	display: none;
+}
--- a/.obsidian/plugins/open-in-new-tab/main.js
+++ b/.obsidian/plugins/open-in-new-tab/main.js
@ -0,0 +1,145 @@
+/*
+THIS IS A GENERATED/BUNDLED FILE BY ESBUILD
+if you want to view the source, please visit the github repository of this plugin
+*/
+
+var __defProp = Object.defineProperty;
+var __getOwnPropDesc = Object.getOwnPropertyDescriptor;
+var __getOwnPropNames = Object.getOwnPropertyNames;
+var __hasOwnProp = Object.prototype.hasOwnProperty;
+var __export = (target, all) => {
+  for (var name in all)
+    __defProp(target, name, { get: all[name], enumerable: true });
+};
+var __copyProps = (to, from, except, desc) => {
+  if (from && typeof from === "object" || typeof from === "function") {
+    for (let key of __getOwnPropNames(from))
+      if (!__hasOwnProp.call(to, key) && key !== except)
+        __defProp(to, key, { get: () => from[key], enumerable: !(desc = __getOwnPropDesc(from, key)) || desc.enumerable });
+  }
+  return to;
+};
+var __toCommonJS = (mod) => __copyProps(__defProp({}, "__esModule", { value: true }), mod);
+
+// main.ts
+var main_exports = {};
+__export(main_exports, {
+  default: () => OpenInNewTabPlugin
+});
+module.exports = __toCommonJS(main_exports);
+var import_obsidian = require("obsidian");
+
+// node_modules/monkey-around/mjs/index.js
+function around(obj, factories) {
+  const removers = Object.keys(factories).map((key) => around1(obj, key, factories[key]));
+  return removers.length === 1 ? removers[0] : function() {
+    removers.forEach((r) => r());
+  };
+}
+function around1(obj, method, createWrapper) {
+  const original = obj[method], hadOwn = obj.hasOwnProperty(method);
+  let current = createWrapper(original);
+  if (original)
+    Object.setPrototypeOf(current, original);
+  Object.setPrototypeOf(wrapper, current);
+  obj[method] = wrapper;
+  return remove;
+  function wrapper(...args) {
+    if (current === original && obj[method] === wrapper)
+      remove();
+    return current.apply(this, args);
+  }
+  function remove() {
+    if (obj[method] === wrapper) {
+      if (hadOwn)
+        obj[method] = original;
+      else
+        delete obj[method];
+    }
+    if (current === original)
+      return;
+    current = original;
+    Object.setPrototypeOf(wrapper, original || Function);
+  }
+}
+
+// main.ts
+var OpenInNewTabPlugin = class extends import_obsidian.Plugin {
+  async onload() {
+    this.monkeyPatchOpenLinkText();
+    this.registerDomEvent(document, "click", this.generateClickHandler(this.app), {
+      capture: true
+    });
+  }
+  onunload() {
+    this.uninstallMonkeyPatch && this.uninstallMonkeyPatch();
+  }
+  monkeyPatchOpenLinkText() {
+    this.uninstallMonkeyPatch = around(import_obsidian.Workspace.prototype, {
+      openLinkText(oldOpenLinkText) {
+        return async function(linkText, sourcePath, newLeaf, openViewState) {
+          var _a;
+          const fileName = (_a = linkText.split("#")) == null ? void 0 : _a[0];
+          const isSameFile = fileName === "" || `${fileName}.md` === sourcePath;
+          let fileAlreadyOpen = false;
+          if (!isSameFile) {
+            this.app.workspace.iterateAllLeaves((leaf) => {
+              var _a2, _b, _c, _d;
+              const viewState = leaf.getViewState();
+              const matchesMarkdownFile = viewState.type === "markdown" && ((_b = (_a2 = viewState.state) == null ? void 0 : _a2.file) == null ? void 0 : _b.endsWith(`${fileName}.md`));
+              const matchesNonMarkdownFile = viewState.type !== "markdown" && ((_d = (_c = viewState.state) == null ? void 0 : _c.file) == null ? void 0 : _d.endsWith(fileName));
+              if (matchesMarkdownFile || matchesNonMarkdownFile) {
+                this.app.workspace.setActiveLeaf(leaf);
+                fileAlreadyOpen = true;
+              }
+            });
+          }
+          let openNewLeaf = true;
+          if (isSameFile) {
+            openNewLeaf = newLeaf || false;
+          } else if (fileAlreadyOpen) {
+            openNewLeaf = false;
+          }
+          oldOpenLinkText && oldOpenLinkText.apply(this, [
+            linkText,
+            sourcePath,
+            openNewLeaf,
+            openViewState
+          ]);
+        };
+      }
+    });
+  }
+  generateClickHandler(appInstance) {
+    return function(event) {
+      var _a, _b;
+      const target = event.target;
+      const isNavFile = ((_a = target == null ? void 0 : target.classList) == null ? void 0 : _a.contains("nav-file-title")) || ((_b = target == null ? void 0 : target.classList) == null ? void 0 : _b.contains("nav-file-title-content"));
+      const titleEl = target == null ? void 0 : target.closest(".nav-file-title");
+      const pureClick = !event.shiftKey && !event.ctrlKey && !event.metaKey && !event.shiftKey && !event.altKey;
+      if (isNavFile && titleEl && pureClick) {
+        const path = titleEl.getAttribute("data-path");
+        if (path) {
+          let result = false;
+          appInstance.workspace.iterateAllLeaves((leaf) => {
+            var _a2;
+            const viewState = leaf.getViewState();
+            if (((_a2 = viewState.state) == null ? void 0 : _a2.file) === path) {
+              appInstance.workspace.setActiveLeaf(leaf);
+              result = true;
+            }
+          });
+          const emptyLeaves = appInstance.workspace.getLeavesOfType("empty");
+          if (emptyLeaves.length > 0) {
+            appInstance.workspace.setActiveLeaf(emptyLeaves[0]);
+            return;
+          }
+          if (!result) {
+            event.stopPropagation();
+            appInstance.workspace.openLinkText(path, path, true);
+          }
+        }
+      }
+    };
+  }
+};
--- a/.obsidian/plugins/open-in-new-tab/manifest.json
+++ b/.obsidian/plugins/open-in-new-tab/manifest.json
@ -0,0 +1,10 @@
+{
+	"id": "open-in-new-tab",
+	"name": "Open In New Tab",
+	"version": "1.0.9",
+	"minAppVersion": "0.15.0",
+	"description": "Opens files in new tabs",
+	"author": "Patrick Lee",
+	"authorUrl": "https://patricklee.nyc",
+	"isDesktopOnly": false
+}
--- a/.obsidian/types.json
+++ b/.obsidian/types.json
@ -0,0 +1,27 @@
+{
+  "types": {
+    "aliases": "aliases",
+    "cssclasses": "multitext",
+    "tags": "tags",
+    "excalidraw-plugin": "text",
+    "excalidraw-export-transparent": "checkbox",
+    "excalidraw-mask": "checkbox",
+    "excalidraw-export-dark": "checkbox",
+    "excalidraw-export-padding": "number",
+    "excalidraw-export-pngscale": "number",
+    "excalidraw-export-embed-scene": "checkbox",
+    "excalidraw-link-prefix": "text",
+    "excalidraw-url-prefix": "text",
+    "excalidraw-link-brackets": "checkbox",
+    "excalidraw-onload-script": "text",
+    "excalidraw-linkbutton-opacity": "number",
+    "excalidraw-default-mode": "text",
+    "excalidraw-font": "text",
+    "excalidraw-font-color": "text",
+    "excalidraw-border-color": "text",
+    "excalidraw-css": "text",
+    "excalidraw-autoexport": "text",
+    "excalidraw-embeddable-theme": "text",
+    "excalidraw-open-md": "checkbox"
+  }
+}
--- a/.obsidian/workspace.json
+++ b/.obsidian/workspace.json
@ -0,0 +1,210 @@
+{
+  "main": {
+    "id": "7a1478f296ce757d",
+    "type": "split",
+    "children": [
+      {
+        "id": "1a8b80ce619e4ad0",
+        "type": "tabs",
+        "children": [
+          {
+            "id": "c14c79a0c144d87c",
+            "type": "leaf",
+            "state": {
+              "type": "excalidraw",
+              "state": {
+                "file": "organigrames/old.excalidraw"
+              }
+            }
+          },
+          {
+            "id": "bc371c138dcce692",
+            "type": "leaf",
+            "state": {
+              "type": "markdown",
+              "state": {
+                "file": "to do.md",
+                "mode": "source",
+                "source": false
+              }
+            }
+          },
+          {
+            "id": "11c1d64e97546e40",
+            "type": "leaf",
+            "state": {
+              "type": "excalidraw",
+              "state": {
+                "file": "organigrames/knowledge.md"
+              }
+            }
+          }
+        ],
+        "currentTab": 1
+      }
+    ],
+    "direction": "vertical"
+  },
+  "left": {
+    "id": "4df5affe207e6487",
+    "type": "split",
+    "children": [
+      {
+        "id": "346febe81a9a7a0e",
+        "type": "tabs",
+        "children": [
+          {
+            "id": "a936868e2ce8cfce",
+            "type": "leaf",
+            "state": {
+              "type": "file-explorer",
+              "state": {
+                "sortOrder": "alphabetical"
+              }
+            }
+          },
+          {
+            "id": "8903b78342c67829",
+            "type": "leaf",
+            "state": {
+              "type": "search",
+              "state": {
+                "query": "",
+                "matchingCase": false,
+                "explainSearch": false,
+                "collapseAll": false,
+                "extraContext": false,
+                "sortOrder": "alphabetical"
+              }
+            }
+          },
+          {
+            "id": "06cb014c5a7480c2",
+            "type": "leaf",
+            "state": {
+              "type": "bookmarks",
+              "state": {}
+            }
+          }
+        ]
+      }
+    ],
+    "direction": "horizontal",
+    "width": 225.5
+  },
+  "right": {
+    "id": "2cadbcb31417d474",
+    "type": "split",
+    "children": [
+      {
+        "id": "7755569fc548f041",
+        "type": "tabs",
+        "children": [
+          {
+            "id": "1360723424fd8655",
+            "type": "leaf",
+            "state": {
+              "type": "backlink",
+              "state": {
+                "file": "to do.md",
+                "collapseAll": false,
+                "extraContext": false,
+                "sortOrder": "alphabetical",
+                "showSearch": false,
+                "searchQuery": "",
+                "backlinkCollapsed": false,
+                "unlinkedCollapsed": true
+              }
+            }
+          },
+          {
+            "id": "f429a7fd83df08a8",
+            "type": "leaf",
+            "state": {
+              "type": "outgoing-link",
+              "state": {
+                "file": "to do.md",
+                "linksCollapsed": false,
+                "unlinkedCollapsed": true
+              }
+            }
+          },
+          {
+            "id": "f30dd3f0c7687c33",
+            "type": "leaf",
+            "state": {
+              "type": "tag",
+              "state": {
+                "sortOrder": "frequency",
+                "useHierarchy": true
+              }
+            }
+          },
+          {
+            "id": "828d39479a238355",
+            "type": "leaf",
+            "state": {
+              "type": "outline",
+              "state": {
+                "file": "to do.md"
+              }
+            }
+          }
+        ],
+        "currentTab": 3
+      }
+    ],
+    "direction": "horizontal",
+    "width": 300,
+    "collapsed": true
+  },
+  "left-ribbon": {
+    "hiddenItems": {
+      "switcher:Open quick switcher": false,
+      "graph:Open graph view": false,
+      "canvas:Create new canvas": false,
+      "daily-notes:Open today's daily note": false,
+      "templates:Insert template": false,
+      "command-palette:Open command palette": false,
+      "obsidian-excalidraw-plugin:Create new drawing": false
+    }
+  },
+  "active": "bc371c138dcce692",
+  "lastOpenFiles": [
+    "organigrames/knowledge.md",
+    "to do.md",
+    "organigrames/old.excalidraw",
+    "ressources/Neo Hookean Behavior Law.md",
+    "ressources/Composite laminate models.md",
+    "ressources/Impact-Shock-Collision.md",
+    "ressources/Zig-Zag Theories.md",
+    "articles/Article_Taylor_and_Francis_vfinal.pdf",
+    "ressources/Equivalent Single Layer Theories.md",
+    "ressources/Hertz Law.md",
+    "ressources/Layerwise Theories.md",
+    "ressources/Hysteresis.md",
+    "ressources/Viscoelasticity.md",
+    "ressources/PCLD.md",
+    "main articles descriptions.md",
+    "ressources/Accelerance.md",
+    "ressources/Finite element method.md",
+    "ressources/Continuum Mechanics.md",
+    "ressources/Impact Models.md",
+    "unknown.md",
+    "secondary articles descriptions.md",
+    "videos.md",
+    "articles/to read/passive constrained layer damping.pdf",
+    "articles/Passive Constrained Layer Damping.pdf.md",
+    "linux.md",
+    "ressources/Newmark Time Integration.md",
+    "reunions/17-09.md",
+    "articles/to read/Passive Constrained Layer Damping.pdf",
+    "articles/to read/viscoelastic damping design.pdf",
+    "articles/passive constrained layer damping.pdf",
+    "articles/passive constrained layer daping.pdf",
+    "articles/viscoelastic damping design.pdf",
+    "articles/Passive Constrained Layer Damping.pdf",
+    "articles/to read/neo-hookean model analysis.pdf",
+    "articles/old_description.md"
+  ]
+}
--- a/.trash/17-09.md
+++ b/.trash/17-09.md
@ -0,0 +1,17 @@
+# Hysteresis 
+
+[ref](https://en.wikipedia.org/wiki/Hysteresis)
+
+the dependence of the state of a system on its history.
+
+# Hertz law
+
+[ref](https://www.sciencedirect.com/topics/engineering/hertz-theory)
+
+contact between two elastic solids
+
+# Newmark time integration
+
+[ref](https://www.sciencedirect.com/topics/engineering/newmark-method)
+
+a method of numerical integration used to solve certain differential equations.
--- a/Damping.pdf.md
+++ b/Damping.pdf.md
--- a/.trash/[[PCLD.md]].md
+++ b/.trash/[[PCLD.md]].md
--- a/.trash/[[PCLD]].md
+++ b/.trash/[[PCLD]].md
--- a/.trash/[passive.md
+++ b/.trash/[passive.md
--- a/.trash/impact
+++ b/.trash/impact
@ -0,0 +1,7 @@
+[ref](https://doi.org/10.1016/S0263-8223(00)00138-0)
+
+There are 3 types of impact models :
+
+(1) energy-balance models, assume a quasi-static behavior of the structure; 
+(2) spring-mass models, account for the dynamics of the structure in a simplified manner; 
+(3) complete models, the dynamic behavior of the structure is fully modeled.
--- a/.trash/passive
+++ b/.trash/passive
--- a/.trash/passive.md
+++ b/.trash/passive.md
--- a/.trash/pcld].md
+++ b/.trash/pcld].md
--- a/articles/Article_Taylor_and_Francis_vfinal.pdf
+++ b/articles/Article_Taylor_and_Francis_vfinal.pdf
--- a/articles/manuscrit_de_these_de_Remy_Mateu_Pastor.pdf
+++ b/articles/manuscrit_de_these_de_Remy_Mateu_Pastor.pdf
--- a/read/Impact_and_vibration_of_hybrid_fiber_metal_laminates.pdf
+++ b/read/Impact_and_vibration_of_hybrid_fiber_metal_laminates.pdf
--- a/read/accelerance.pdf
+++ b/read/accelerance.pdf
--- a/read/neo-hookean
+++ b/read/neo-hookean
--- a/read/passive
+++ b/read/passive
--- a/read/viscoelastic
+++ b/read/viscoelastic
--- a/read/zig-zag.pdf
+++ b/read/zig-zag.pdf
--- a/descriptions.md
+++ b/descriptions.md
@ -0,0 +1,18 @@
+# optimization of carbon-epoxy plates with a viscoelastic layer
+
+[[Article_Taylor_and_Francis_vfinal.pdf|ref]]
+
+**basis of the work**
+
+*both experimental and numerical analyse*
+
+This papers explore the use of [[PCLD]], its goal is to optimise the damping (of the dynamic response) from the [[Viscoelasticity|viscoelastic]] layer while keeping some stiffness (at least half of the undamped plate), by studying the size and placement of the bridges between the two external layers of carbon-epoxy.
+
+The bridges are made by puncturing the viscoelastic layer with holes so that some of the epoxy matrix fills them.
+
+The simulations where made using the finite element model, with 2D elements for the carbon-epoxy layers and 3D elements with a [[Neo Hookean Behavior Law|neo-hookean visco-hyper-elastic behavior law]] for the inserted layer. The simulations are accurate with the experiments.
+
+The paper also points out an issue with the manufacturing of the bridges : the epoxy does not fill the holes fully, so there are bubbles or gaps, diminishing the properties of the material.
+
+
+
--- a/organigrames/knowledge.md
+++ b/organigrames/knowledge.md
@ -0,0 +1,183 @@
+---
+
+excalidraw-plugin: parsed
+tags: [excalidraw]
+
+---
+==⚠  Switch to EXCALIDRAW VIEW in the MORE OPTIONS menu of this document. ⚠== You can decompress Drawing data with the command palette: 'Decompress current Excalidraw file'. For more info check in plugin settings under 'Saving'
+
+
+# Excalidraw Data
+## Text Elements
+study of shocks on composite laminate
+with an inserted viscoelastic layer ^WYlXieac
+
+Composite laminate models ^FH2DKKBS
+
+Impact Models ^hqaLafJy
+
+Layerwise ^8HpKHQA5
+
+Neo Hookean Behavior Law ^lh4BSpFy
+
+PCLD ^Bh7yIISX
+
+Viscoelasticity ^kBPOTOMw
+
+Zig-Zag ^YkLZ05BJ
+
+ESL ^GhrCORbU
+
+Continuum Mechanics ^zKTSPR69
+
+Accelerance ^ItclqVnw
+
+Finite element method ^OTn2g0f6
+
+Hertz Law ^m02F0WjR
+
+## Element Links
+WYlXieac: [[Article_Taylor_and_Francis_vfinal.pdf]]
+
+FH2DKKBS: [[Composite laminate models]]
+
+hqaLafJy: [[Impact Models]]
+
+8HpKHQA5: [[Layerwise Theories]]
+
+lh4BSpFy: [[Neo Hookean Behavior Law]]
+
+Bh7yIISX: [[PCLD]]
+
+kBPOTOMw: [[Viscoelasticity]]
+
+YkLZ05BJ: [[Zig-Zag Theories]]
+
+GhrCORbU: [[Equivalent Single Layer Theories]]
+
+zKTSPR69: [[Continuum Mechanics]]
+
+ItclqVnw: [[Accelerance]]
+
+OTn2g0f6: [[Finite element method]]
+
+m02F0WjR: [[Hertz Law]]
+
+%%
+## Drawing
+```compressed-json
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+
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+
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+
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+
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+
+AagIbNkKK7dSi746udtnrnJ+m54VoCfFZuzuVio0MHujDixg5WW6HVkZSTicRcwScTjv2NzAGH7aaJ4wydsxPliE9HlK7Uv0ywAiR48UkuY9rBjFoEgtaZjtllDiVyJU/57bcqB45VCWT5ezw+BYtWcmTN3J+vbycb2VMBTNTWFCyga3zqxTM02iwVzZG97z5/2HmExRYpsUOK1m1kMkGFD8hgz4VZAkBe6WYEBUE2OWVqx9yqhfNQBqM7/qmVU5
+
+7Tpmua6OfHOTnpzK1j07mHVChyus8qPSrstiy19fwV5jLKqGKlb6xlVp0nOAsC3xnxliZsLVFs6mRbIDKCtdTFr+05nMMCW/C80X4myysRIw4q3ZqOESSKrgkXeZjyGGfgGzkxZSQwu16ai6A5aOAL8BsjDpoAyYTIJeVQodAGAzwCgCLBMOk8Tg/NgW28AgAZo0E/2KoPoF+BRzUTD5woMLZEBVwOtGQHm1ldMMvnd2ct0WxGnFtZHnJ7loWyLY
+
+Vvi3Jbz6qIRzYNti2Mgxtkfj5ccka3DbGQd6H5am2QBzbWtjIOLBm3u7Sgrt8dNrdmbMWBB3t+Wxbf0BoRJm2as28Hbdv6Aty0goSwMbtsh2GbeuGGwksTvR2LwqZsohmdls+3Fb+gfIrBDJp7ghbPkSEF8AySEs6Z4KNlDmNvx0YObZd40JaX3zQy7UGqvMMaqdSy2jAHTfQD9gYAEA/oaFAnszNmLp3fbDtrq+gBLsc2nQJAHgbNrnv6ZiAvwB
+
+AAGeXskAHqCATO7gE0DBA5p3/EgHiV4wixjQPMUgMoHtAAAKYYFUl4DcRqAD9++6GHiAABKPEJ9GUDbhK46wS+zfYcFP3AHvAYUE/dfsf3x7Ptq2wgA9tQROAvhkUu1YQCfQ5k+ma4TBj3sH3s+j7YbijGwfwsCIrNmBjg9divRAY+D8e3YFVgJqcg3wAiHAG3u73975wjYCjUoEIBYIHTfAAPYLJhBggbDkTK+UzRvQY7epcU+moJ0fp+wUERgJ
+
+w+NCQi8LWCUZcEEbnw6oYQAA
+```
+%%
--- a/organigrames/old.excalidraw
+++ b/organigrames/old.excalidraw
--- a/ressources/Accelerance.md
+++ b/ressources/Accelerance.md
@ -0,0 +1,2 @@
+Accelerance is a measure used in mechanical systems that relates acceleration to applied force.
+
--- a/ressources/Composite
+++ b/ressources/Composite
@ -0,0 +1,19 @@
+To model composite laminate in the context of mechanics, there exist a few models :
+
+## Equivalent single layer (ESL)
+
+Those theories works by computing the homogenized material properties, and solving only at the mid plane. They are useful for global response for thin laminates and are computationnally inexpensive.
+
+(see [[Equivalent Single Layer Theories]])
+
+---
+## Layerwise (LW)
+
+Those theories describe kinetically each layer. They can be used for very thick laminate, and useful to compute delamination. They predicts correct inter-laminar stresses and there is no need of shear correction factor.
+
+(see [[Layerwise Theories]])
+
+---
+## Zig-Zag
+
+(see [[Zig-Zag Theories]])
--- a/ressources/Continuum
+++ b/ressources/Continuum
@ -0,0 +1,6 @@
+see [[videos]] for references
+
+The strain tensor is the symmetric part of the gradient of the displacement field vector.
+$$\varepsilon = \frac{\nabla{U} +\nabla{U}^T}{2}$$
+
+In continuum mechanics, the force over an area is not the stress, it is traction. 
--- a/ressources/Equivalent
+++ b/ressources/Equivalent
@ -0,0 +1,16 @@
+To [[Composite laminate models|model a composite laminate]] there are a few options, the most important are the equivalent single layer and the [[Layerwise Theories|layerwise]].
+
+Those theories works by computing the homogenized material properties, and solving only at the mid plane. They are useful for global response for thin laminates and are computationnally inexpensive.
+
+*They have issue with layers of different properties.*
+
+#### Classical Laminate Theory (CLT), hypothesis :
+The normal line to the median plane of the plate before deformation stays normal to the plane after deformation.
+-> lack of transverse shear
+
+#### First-order Shear Deformation Theory (FSDT), hypothesis :
+The normal line to the median plane of the plate stays straight after deformation but it is not normal to the middle plane, the shear constraint stays constant along the thickness of the plate.
+
+#### High-order Shear Deformation theory (HSDT) :
+More complex variation of the shear constraint along the thickness of the plate, but more computationally expensive.
+
--- a/ressources/Finite
+++ b/ressources/Finite
@ -0,0 +1,16 @@
+The finite element method is a mathematical method to be able to computationally solve a differential equation.
+
+The core of the method is to discretise the problem, because computer cannot solve the problem analytically.
+
+[weak formulation](https://www.youtube.com/watch?v=xZpESocdvn4) *(30min)*
+
+The weak formulation is the formulation of the differential equation so that it becomes solvable using the finite elements method.
+
+This video shows how the weak formulation is derived from the initial problem, and its use.
+
+[finite element method](https://www.youtube.com/watch?v=1wSE6iQiScg) *(40min)*
+
+The finite element method is a mathematical method to be able to computationally solve a differential equation.
+
+The core of the method is to discretise the problem, because computer cannot solve the problem analytically.
+
--- a/ressources/Hertz
+++ b/ressources/Hertz
@ -0,0 +1,6 @@
+[ref](https://www.sciencedirect.com/topics/engineering/hertz-theory)
+
+describes the contact between two elastic solids
+
+### limitations 
+do not take into account the transverse shear
--- a/ressources/Hysteresis.md
+++ b/ressources/Hysteresis.md
@ -0,0 +1,3 @@
+[ref](https://en.wikipedia.org/wiki/Hysteresis)
+
+the dependence of the state of a system on its history.
--- a/ressources/Impact
+++ b/ressources/Impact
@ -0,0 +1,6 @@
+
+There are 3 types of impact models :
+
+(1) energy-balance models, assume a quasi-static behavior of the structure; 
+(2) spring-mass models, account for the dynamics of the structure in a simplified manner; 
+(3) complete models, the dynamic behavior of the structure is fully modeled.
--- a/ressources/Impact-Shock-Collision.md
+++ b/ressources/Impact-Shock-Collision.md
@ -0,0 +1,11 @@
+# collision
+
+A collision is a broad term that describes any event where two or more bodies exert forces on each other for a relatively short time.
+
+# impact 
+
+An impact is a type of collision with a high force over a short duration.
+
+# shock
+
+A shock is a transient high force event with clearly defined parameters for testing purposes. Can be an impact, an other type of collision, an explosion, etc...
--- a/ressources/Layerwise
+++ b/ressources/Layerwise
@ -0,0 +1,119 @@
+To [[Composite laminate models|model a composite laminate]] there are a few options, the most important are the [[Equivalent Single Layer Theories|equivalent single layer]] and the layerwise.
+
+Those theories describe kinetically each layer. They can be used for very thick laminate, and useful to compute delamination. They predicts correct inter-laminar stresses and there is no need of shear correction factor.
+
+## Stiffness
+
+[course](https://www.youtube.com/watch?v=j3rvtgqrGsQ) *(1h30)*
+
+When pulling on the material, strain is the same for every ply, but stress is not.
+
+You need to average it along the whole thickness
+$$
+
+\left[\begin{array}{c}
+\overline{\sigma_{xx}} \\
+\overline{\sigma_{yy}} \\
+\overline{\tau_{xy}} \\
+\end{array}\right]
+
+ = \frac{1}{h}\int_{-h/2}^{h/2} \left[\begin{array}{c}
+\sigma_{xx} \\
+\sigma_{yy} \\
+\tau_{xy} \\
+\end{array}\right] dz \tag{1}$$
+
+$Q$ is the stiffness matrix : 
+$$ \left[\begin{array}{c} 
+\sigma_{xx} \\ 
+\sigma_{yy} \\ 
+\tau_{xy} 
+\end{array}\right] 
+=
+\left[\begin{array}{c} 
+Q_{11} & Q_{12} & Q_{13} \\
+Q_{21} & Q_{22} & Q_{23} \\
+Q_{31} & Q_{32} & Q_{33} \\
+\end{array}\right]
+\left[\begin{array}{c} 
+\varepsilon_{xx} \\ 
+\varepsilon_{yy} \\ 
+\gamma_{xy} 
+\end{array}\right] \tag{2}$$
+
+Since the strain is the same for every ply, (1) & (2) gives us :
+$$
+
+\left[\begin{array}{c}
+\overline{\sigma_{xx}} \\
+\overline{\sigma_{yy}} \\
+\overline{\tau_{xy}} \\
+\end{array}\right]
+
+ = \frac{1}{h}\int_{-h/2}^{h/2} 
+ \left[\begin{array}{c} 
+Q_{11} & Q_{12} & Q_{13} \\
+Q_{21} & Q_{22} & Q_{23} \\
+Q_{31} & Q_{32} & Q_{33} \\
+\end{array}\right]dz 
+
+\left[\begin{array}{c} 
+\varepsilon_{xx} \\ 
+\varepsilon_{yy} \\ 
+\gamma_{xy} 
+\end{array}\right]
+
+\tag{3}$$
+
+and we can give a name to the mean matrix of the stiffness :
+$$
+\left[\begin{array}{c}
+A \\
+\end{array}\right]
+
+ = \frac{1}{h}\int_{-h/2}^{h/2} 
+ \left[\begin{array}{c} 
+Q_{11} & Q_{12} & Q_{13} \\
+Q_{21} & Q_{22} & Q_{23} \\
+Q_{31} & Q_{32} & Q_{33} \\
+\end{array}\right]dz 
+
+\tag{4}$$
+
+or when the ply are continuous :
+$$
+\left[\begin{array}{c}
+A \\
+\end{array}\right]
+
+ = \frac{1}{h}\sum_{1}^{n\_ply} 
+ \left[\begin{array}{c} 
+Q
+\end{array}\right]_i *h_i 
+
+\tag{5}$$
+
+to rotate the stiffness matrix :
+$$[\overline{Q}]_\theta
+
+ = [C]_{|\theta}^T
+ \left[\begin{array}{c} 
+Q_{11} & Q_{12} & 0 \\
+Q_{21} & Q_{22} & 0 \\
+0 & 0 & Q_{33} \\
+\end{array}\right]
+[C]_{|\theta}
+
+\tag{4}$$
+
+where $[C]$ is the transformation matrix :
+$$[C]_{|\theta} = \left[\begin{array}{c} 
+c^2 & s^2 & cs \\
+s^2 & c^2 & -cs \\
+-2sc & 2sc & (c^2-s^2)
+\end{array}\right]$$
+
+## Tsai-Hill criterion
+
+$$
+F.O.S = \frac{T_x}{\sqrt{\sigma_{xx}^2 - \sigma_{xx}\sigma_{yy} + \frac{T_x^2\sigma_{yy}^2}{T_y^2} + \frac{T_x^2\tau_{xy}^2}{S_{xy}^2}}}$$
--- a/ressources/Neo
+++ b/ressources/Neo
@ -0,0 +1,10 @@
+hook law for large deformations
+[ref](https://en.wikiversity.org/wiki/Advanced_elasticity/Neo-Hookean_material)
+
+neo-Hookean material ~ hyperelastic material
+
+no linear relationship between stress and strain
+
+
+even better : [mooney-rivin solid](https://en.wikipedia.org/wiki/Mooney%E2%80%93Rivlin_solid)
+
--- a/ressources/Newmark
+++ b/ressources/Newmark
@ -0,0 +1,3 @@
+[ref](https://www.sciencedirect.com/topics/engineering/newmark-method)
+
+A method of numerical integration used to solve certain differential equations.
--- a/ressources/PCLD.md
+++ b/ressources/PCLD.md
@ -0,0 +1,10 @@
+*Passive Constrained Layer Damping*
+
+[[passive constrained layer damping.pdf|ref]]
+
+UCLD : unconstrained, the dampening occurs through compression/traction.
+
+CLD : constrained, the dampening occurs through shear, but compressional 
+damping cannot be neglected (especially if thick layer)
+
+Usually done using a [[Viscoelasticity|viscoelastic material]]
--- a/ressources/Viscoelasticity.md
+++ b/ressources/Viscoelasticity.md
@ -0,0 +1,15 @@
+Viscous materials, like water, resist both shear flow and strain linearly with
+time when a stress is applied. Elastic materials strain when stretched and
+immediately return to their original state once the stress is removed.
+
+A viscoelastic material has the following properties:
+
+[Hysteresis](Hysteresis.md) is seen in the stress–strain curve
+stress relaxation occurs: step constant strain causes decreasing stress
+creep occurs: step constant stress causes increasing strain
+its stiffness depends on the strain rate 
+
+A viscoelastic substance dissipates energy when a load is applied, then removed.
+
+### nota bene
+The properties of a viscoelastic layer change with the frequency of excitation 
--- a/ressources/Zig-Zag
+++ b/ressources/Zig-Zag
@ -0,0 +1,12 @@
+first-order zig-zag theory (FZZT),
+[ref](https://www.sciencedirect.com/science/article/abs/pii/S026382239900063X)
+
+allowing for discontinuities in displacement between layers.
+ captures the "zig-zag" pattern of displacements through the thickness that occurs due to different layer stiffness.
+ 
+The first-order zig-zag theory introduces additional terms to the displacement field assumptions used in classical laminate theory:
+
+1. It adds a zig-zag function that allows for slope discontinuities at layer interfaces.
+2. It maintains continuity of transverse stresses between layers.
+3. It satisfies the traction-free boundary conditions on the top and bottom surfaces.
+
--- a/reunions/17-09.md
+++ b/reunions/17-09.md
@ -0,0 +1,25 @@
+# Objectif principal du mémoire 
+
+état de l'art post 2020 sur les composite avec couche visco-élastique pontés
+
+# Plan proposé
+
+- partie progression amortissement des vibrations depuis la thèse, avec un focus sur l'amorti avec ponts
+- partie étude des chocs
+
+# Travail de recherche
+
+### Base de données
+
+- base Vauban
+- Scopus
+- webofscience
+- science direct
+
+### Méthodologie
+
+Lire abstract/conclusion/finding, utiliser les noms d'auteurs pour chercher d'autres articles qu'ils pourraient avoir écrit.
+
+### A consulter
+
+articles 58-59-60-61 de la thèse
--- a/descriptions.md
+++ b/descriptions.md
@ -0,0 +1,78 @@
+# optimization method of composite laminates with a viscoelastic layer
+
+[ref](https://d1wqtxts1xzle7.cloudfront.net/33874260/2011-2-libre.pdf?1401929433=&response-content-disposition=inline%3B+filename%3DMulti_objective_Optimization_of_Co_cured.pdf&Expires=1726671246&Signature=X30Tmzd9RIn7nsIGU2Q4ZgeCchtgP~md5owXYAwnVnZj9pZCx1Ck~6owvGcTyWQwCJcm~i3zbXCXioNqPemkodqkkJ3m3mQZJ5yY7FYpc2i86ZUsACau8A-Gr3YNQ0XNFIGO4drqLGq21zz67T-CnsYfUV3LRpvY4wiZ2TWs4Q~ImvfTtlxcDTCCr4JW5abxR75Fi0yiSe6og7qjwdLh8E50qFdcXTvijO6qm9dnpW854ozStXkGkhsq16PzBfIbFLE7yrXc6zzAtUUHF5YpUfZRYl7V2xfu8s51Cvp9-YIJ8gt2v-qm2uQM92DPbZ9J62unLsIog2pr-HUWUxjqDw__&Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA)
+
+This paper develops a method to transform a multi objective (damping and stiffness)
+into a single one, to facilitate optimization.
+
+# experimental investigation of the dissipation of a viscoelastic inserted layer
+
+[ref](https://sci-hub.se/https://journals.sagepub.com/doi/abs/10.1177/1077546319844545)
+
+This paper try to assess the damping qualities of a visco elastic insert. It found that it is very efficient in medium and high frequency ranges.
+
+---
+---
+
+# model for impact on fiber metal laminate with a viscoelastic layer
+
+[ref](https://doi.org/10.1016/j.ijmecsci.2021.106298)
+
+_can teach about impact on viscoelastic sandwich impact_
+
+Use a specific criterion to quantitatively estimate whether the composite 
+structure is damaged subjected to impact excitation.
+
+Reddy’s high-order shear deformation theory for the viscoelastic layer
+
+
+
+---
+
+# Hard and Soft Collisions
+
+[ref](https://www.compadre.org/Physlets/mechanics/illustration8_3.cfm)
+
+A soft collision is an inelastic collision, which means that kinetic energy 
+is not conserved (because internal friction). However, the momentum is still
+conserved.
+
+A perfectly inelastic collision occurs when the two bodies stays together, 
+and the energy is lost by bonding the two bodies.
+
+# inelastic collison for composite materials
+
+[ref](https://doi.org/10.1016/0263-8223(90)90025-A)
+
+Use the finite element model to get the dynamic response.
+
+The structure is considered elastic but the loading is considered
+inelastic.
+
+The isoparametric linear shell element is modified
+to take into account the shear deformation and rotatory inertia.
+
+-
+
+inelastic collision : masses added together and
+momentum conserved, used for slamming or other wave-like loading
+
+This model is reasonable when the impactor is relatively soft and the mass 
+of impactor is larger than the mass of the node being impacted.
+
+# finite element modeling of low-velocity impact on laminated composite plates and cylindrical shells
+
+[ref](https://doi.org/10.1016/j.compstruct.2010.10.003)
+
+use of abaqus
+
+examination of the validity of different models
+
+propose a  benchmark method in low-velocity impact modeling of composite structures
+
+# Analysis of Laminated Composites Subjected to Impact (p 243)
+
+[ref](https://link.springer.com/chapter/10.1007/978-3-030-66717-7_19)
+
+very recent paper, propose both theoretical and experimental approaches to
+the analysis of laminated composite response to impact loading
--- a/do.md
+++ b/do.md
@ -0,0 +1,31 @@
+- [x] get used to the college library (download pdf ?)
+- [x] read thesis
+- [x] read articles 58->61
+- [x] find article who reference article 57->61
+- [x] format latex
+- [ ] mail Herve for project launching
+- [ ] [get article](https://www.tandfonline.com/doi/abs/10.1080/15376494.2022.2097355)
+- [ ] plan
+# to read (take notes)
+- [ ] [[accelerance.pdf]]
+- [ ] [[neo-hookean model analysis.pdf]]
+- [ ] [[passive constrained layer damping.pdf]]
+- [ ] [[viscoelastic damping design.pdf]]
+- [ ] [[zig-zag.pdf]]
+- [ ] [[Impact_and_vibration_of_hybrid_fiber_metal_laminates.pdf]]
+- [ ] [laminate theory of composite materials](https://link.springer.com/book/10.1007/978-3-031-32975-3)
+
+# to watch
+- [x] [composite material modeling](https://www.comsol.fr/video/modeling-layered-composite-structures-with-comsol-multiphysics-nov-29-2018)
+- [x] obsidian tutorial
+
+# to fill (check things to read)
+- [ ] [[Accelerance]]
+- [ ] [[Zig-Zag Theories]]
+- [ ] [[Neo Hookean Behavior Law]]
+- [ ] [[PCLD]]
+- [ ] [[Viscoelasticity]]
+
+## bonus
+
+[naval impact study (without viscoelastic layer)](https://sci-hub.se/https://doi.org/10.1016/0263-8223(90)90025-A)
--- a/unknown.md
+++ b/unknown.md
@ -0,0 +1,10 @@
+### to learn
+
+classical plate theory/classical shell theory (Kirchhoff hypothesis)
+finite elements and alternative : the immersion method, the method of R-functions
+accélérance
+Zig-Zag model theory
+
+### questions
+
+good resources to learn ?
--- a/videos.md
+++ b/videos.md
@ -0,0 +1,50 @@
+
+# finite element method
+
+full notes : [[Finite element method]]
+
+[weak formulation](https://www.youtube.com/watch?v=xZpESocdvn4) *(30min)*
+
+The weak formulation is the formulation of the differential equation so that it becomes solvable using the finite elements method.
+
+This video shows how the weak formulation is derived from the initial problem, and its use.
+
+[finite element method](https://www.youtube.com/watch?v=1wSE6iQiScg) *(40min)*
+
+The finite element method is a mathematical method to be able to computationally solve a differential equation.
+
+The core of the method is to discretise the problem, because computer cannot solve the problem analytically.
+
+# continuum mechanics
+
+full notes : [[Continuum Mechanics]]
+
+[continuum mechanics](https://www.youtube.com/watch?v=rhDkluTuWlQ) *(10min)*
+
+This video goes over what is continuum mechanics, and the uses of fields to describe matter. It presents as well the boundary value problem.
+
+[strain tensor formula](https://www.youtube.com/watch?v=X-H3Fwdm-kI) *(10min)*
+
+The strain tensor is the symmetric part of the gradient of the displacement field vector.
+This video manages to make this confusing statement a lot clearer.
+
+
+[visualizing the strain tensor](https://www.youtube.com/watch?v=UQ4GnWACesY) *(10min)*
+
+This video makes the physical effect of each element of the tensor more apparent.
+
+[stress and traction](https://www.youtube.com/watch?v=NtTVEzZS3Bg) *(10min)*
+
+In continuum mechanics, the force over an area is not the stress, it is traction. This video helps getting a clearer understanding of the stress tensor.
+
+# laminate analysis
+
+[composite materials](https://www.youtube.com/watch?v=j3rvtgqrGsQ) *(1h30)*
+
+This video is a course on the analysis of composite laminate. Mainly the maths to compute the stress/strain relationship with discrete layers.
+(see [[Layerwise Theories]])
+
+[modeling layered composite](https://www.comsol.fr/video/modeling-layered-composite-structures-with-comsol-multiphysics-nov-29-2018) *(1h)*
+
+This video exposes multiple models for composite laminates, for example equivalent single layer (eql) and layerwise (lw)
+(see [[Composite laminate models]])
				`@ -0,0 +1,2 @@`
				`Accelerance is a measure used in mechanical systems that relates acceleration to applied force.`