8049题。应力-应变特性- 2

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{“部件”:[{“partUri”:“/ matlab / document.xml”、“contentType”:“应用程序/ vnd.mathworks.matlab.code.document + xml”,“内容”:“< ?xml version = = \ \ 1.0 \”编码“utf - 8 \”?> < w:文档xmlns: w = \ " http://schemas.openxmlformats.org/wordprocessingml/2006/main \ " > < w:身体> < w: p > < w: pPr > < w: pStyle w: val = \ "文本\ " / > < w: jc w: val = \“左\ " / > < / w: pPr > < w: r > < w: t >的弹性材料是能够抵抗永久变形(或塑料)。弹性伴随着弹性地区下面的图和计算,应力-应变曲线下的面积屈服点。考虑到弹性区域假定是完全线性的,这个区域是一个三角形。编写一个函数来计算提供了材料的弹性应变的弹性和屈服应力(屈服强度)。< / w: t > < / w: r > < / w: p > < w: p > < w: pPr > < w: pStyle w: val = \ "文本\ " / > < w: jc w: val = \ "中心\ " / > < / w: pPr > < w: customXml w:元素= \ "形象\ " > < w: customXmlPr > < w: attr w: name = \ \“高度”w: val = \ 397 \ " / > < w: attr w: name = \ \“宽度”w: val = \ 600 \ " / > < w: attr w: name = \“verticalAlign \ w: val = \ "基线\ " / > < w: attr w: name = \“altText \ w: val = \ " \ " / > < w: attr w: name = \“relationshipId \ w: val = \ " rId1 \ " / > < / w: customXmlPr > < / w: customXml > < / w: p > < w: p > < w: pPr > < w: pStyle w: val = \ "文本\ " / > < w: jc w: val = \ "中心\ " / > < / w: pPr > < w: r > < w: t > (simsolid.com) < / w: t > < / w: r > < / w: p > < w: p > < w: pPr > < w: pStyle w: val = \ "文本\ " / > < w: jc w: val = \“左\ " / > < / w: pPr > < w: r > < w: t >前问题:1 - < / w: t > < / w: r > < w w:超链接:docLocation = \ " //www.tatmou.com/matlabcentral/cody/problems/8048-stress-strain-properties-1 \ " > < w: r > < w: t >弹性模量< / w: t > < / w: r > < / w:超链接> < w: r > < w: t >。下一题:3 - < / w: t > < / w: r > < w: r > < w: t > < / w: t > < / w: r > < w w:超链接:docLocation = \ " //www.tatmou.com/matlabcentral/cody/problems/8050-stress-strain-properties-3 \ " > < w: r > < w: t >定性衡量脆性< / w: t > < / w: r > < / w:超链接> < w: r > < w: t >。< / w: t > < / w: r > < / w: p > < / w:身体> < / w:文档>”,“关系”:[{“relationshipType”:“http://schemas.mathworks.com/matlab/code/2013/relationships/image”,“目标”:“/媒体/ image1.jpg”、“relationshipId”:“rId1”}]}, {“partUri”:“/媒体/ image1.jpg”、“contentType”:“图像/ jpg格式”、“内容”:“https://www.simsolid.com/wp-content/uploads/2017/10/stress-strain-curve.jpg”,“关系”:零}],“关系”:[{“relationshipType”:“http://schemas.mathworks.com/matlab/code/2013/relationships/document”,“目标”:“/ matlab / document.xml”、“relationshipId”:“rId1”}]}

< div风格= " text-align:开始;行高:20 px;最小高度:0 px;空白:正常;颜色:rgb (0, 0, 0);字体类型:门罗,摩纳哥,Consolas等宽字体;字体样式:正常;字体大小:14 px;粗细:正常;文字修饰:没有; white-space: normal; "><div style="display: block; min-width: 0px; padding-top: 0px; transform-origin: 332px 288.5px; vertical-align: baseline; perspective-origin: 332px 288.5px; "><div style="font-family: Helvetica, Arial, sans-serif; line-height: 21px; margin-bottom: 9px; margin-left: 4px; margin-right: 10px; margin-top: 2px; text-align: left; transform-origin: 309px 52.5px; white-space: pre-wrap; perspective-origin: 309px 52.5px; margin-left: 4px; margin-top: 2px; margin-bottom: 9px; margin-right: 10px; "><span style="display: inline; margin-bottom: 0px; margin-left: 0px; margin-right: 0px; margin-top: 0px; transform-origin: 0px 0px; perspective-origin: 0px 0px; "><span style="">The resilience of a material is its ability to resist permanent (or plastic) deformation. The resilience coincides with the elastic region in the figure below and is calculated as the area under the stress-strain curve up to the yield point. Given that the elastic region is presumed to be entirely linear, this area is a triangle. Write a function to calculate the resilience of a material provided its elastic strain and yield stress (yield strength).</span></span></div><div style="font-family: Helvetica, Arial, sans-serif; line-height: 21px; margin-bottom: 9px; margin-left: 4px; margin-right: 10px; margin-top: 2px; text-align: center; transform-origin: 309px 201.5px; white-space: pre-wrap; perspective-origin: 309px 201.5px; margin-left: 4px; margin-top: 2px; margin-bottom: 9px; margin-right: 10px; "><img class="imageNode" style="vertical-align: baseline" src="https://www.simsolid.com/wp-content/uploads/2017/10/stress-strain-curve.jpg" data-image-state="image-loaded"></div><div style="font-family: Helvetica, Arial, sans-serif; line-height: 21px; margin-bottom: 9px; margin-left: 4px; margin-right: 10px; margin-top: 2px; text-align: center; transform-origin: 309px 10.5px; white-space: pre-wrap; perspective-origin: 309px 10.5px; margin-left: 4px; margin-top: 2px; margin-bottom: 9px; margin-right: 10px; "><span style="display: inline; margin-bottom: 0px; margin-left: 0px; margin-right: 0px; margin-top: 0px; transform-origin: 0px 0px; perspective-origin: 0px 0px; "><span style="">(from simsolid.com)</span></span></div><div style="font-family: Helvetica, Arial, sans-serif; line-height: 21px; margin-bottom: 9px; margin-left: 4px; margin-right: 10px; margin-top: 2px; text-align: left; transform-origin: 309px 10.5px; white-space: pre-wrap; perspective-origin: 309px 10.5px; margin-left: 4px; margin-top: 2px; margin-bottom: 9px; margin-right: 10px; "><span style="display: inline; margin-bottom: 0px; margin-left: 0px; margin-right: 0px; margin-top: 0px; transform-origin: 0px 0px; perspective-origin: 0px 0px; "><span style="">Previous problem: 1 - </span></span><a target='_blank' href = "//www.tatmou.com/matlabcentral/cody/problems/8048-stress-strain-properties-1"><span style=""><span style="">elastic modulus</span></span></a><span style="display: inline; margin-bottom: 0px; margin-left: 0px; margin-right: 0px; margin-top: 0px; transform-origin: 0px 0px; perspective-origin: 0px 0px; "><span style="">. Next problem: 3 -</span></span><span style="display: inline; margin-bottom: 0px; margin-left: 0px; margin-right: 0px; margin-top: 0px; transform-origin: 0px 0px; perspective-origin: 0px 0px; "><span style=""> </span></span><a target='_blank' href = "//www.tatmou.com/matlabcentral/cody/problems/8050-stress-strain-properties-3"><span style=""><span style="">qualitative measure of brittleness</span></span></a><span style="display: inline; margin-bottom: 0px; margin-left: 0px; margin-right: 0px; margin-top: 0px; transform-origin: 0px 0px; perspective-origin: 0px 0px; "><span style="">.</span></span></div></div></div>

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8049题。应力-应变特性- 2

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