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"),a("div",{staticClass:"me_padding"},[a("div",{staticClass:"me_contenttop"},[a("div",{staticClass:"xq_contenttopleft"},[a("p",{staticClass:"xq_title"},[t._v("目标:")]),t._v(" "),a("p",{staticClass:"xq_dec"},[t._v("本测试算例对末端受力的矩形截面悬臂梁进行静态分析，计算梁轴线上各点的位移")]),t._v(" "),a("div",[a("p",{staticClass:"xq_title"},[t._v("模型参数:")]),t._v(" "),a("p",{staticClass:"xq_dec"},[t._v("算例中矩形截面梁的几何模型如图所示。")]),t._v(" "),a("div",{staticClass:"xq_imgs"},[a("img",{attrs:{src:i("5e12"),alt:"图片"}})]),t._v(" "),a("p",{staticClass:"xq_dec"},[t._v("模型的截面为0.4m*0.2m的矩形，长5m。网格采用25mm*25mm的二次四边形面单元和100mm的beam单元。边界条件如图1 2所示，一端整个截面固定全部六个自由度，另一端几何中心点受力（Y=Z=0），大小为100kN，方向沿Z轴正向。")]),t._v(" "),a("div",{staticClass:"xq_imgs"},[a("img",{attrs:{src:i("968f"),alt:"图片"}})]),t._v(" "),a("p",{staticClass:"xq_dec"},[t._v("模型采用各向同性材料，弹性模量E=136GPa，泊松比v=0.34。")])])]),t._v(" "),a("div",{staticClass:"xq_contenttopright"},[a("p",{staticClass:" color1"},[t._v("相关资料")])])])])])}],c=(i("a481"),i("b775"),i("ed08"),i("4360"),i("5c96"),{name:"megagame",components:{},data:function(){return{}},created:function(){},mounted:function(){},methods:{back:function(){this.$router.replace("/topic")}}}),n=c,o=(i("9b90"),i("2877")),v=Object(o["a"])(n,a,e,!1,null,"5d200356",null);s["default"]=v.exports},"968f":function(t,s,i){t.exports=i.p+"static/img/byy2.8f86aa99.png"},"9b90":function(t,s,i){"use 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