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薄板理论的英文

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"薄板理论"怎么读用"薄板理论"造句

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  • membrane theory
  • plate theory

例句与用法

  • In the analysis of balsa , kirchhoff ' s thin plate theory is important
    在板的分析中, kirchhoff的薄板理论占有重要地位。
  • Two different raft analysis theories , namely , plate theory and thick raft theory , are also introduced in the paper
    本文还分别介绍了两种采用不同假设的筏板计算理论:薄板理论和厚板理论。
  • If this type raft foundation still is analyzed with the classical theory of thin plate , the limitation is obvious
    对于这类桩筏基础,若仍然采用经典的薄板理论进行分析,就存在一定的局限性。
  • Based on the elastic thin plate theory , a box structure is divided into six mutually constrained thin plates with four sides simply - supported
    摘要从弹性薄板理论出发,将箱型结构分为六块相互约束的简支薄板。
  • In the theory of elastic thin plates , to solve the problem of rectangular overhanging plates with complicated boundary conditions is very hard for long
    摘要对于具有复杂边界条件的矩形外伸板,在弹性薄板理论中是一个较难解决的问题。
  • The equation of motion , in which the interaction between structure and fluid is taken into account , is solved by the wet mode - superposition method
    根据结构特点与响应特征,用弹性薄板理论简化结构,用边界元法计算流体动力,并用模态综合法计算波激振动响应。
  • In general analysis , as the limitation of assumptions of kirchhoff clas - sical plates theory , it makes error when the plates are thicker , which can ’ t meet the require - ments of engineering precision
    常规分析中的克希霍夫经典薄板理论由于其模型假定的先天缺陷,在板的厚度较大时会出现明显的误差而不能满足工程精度要求。
  • In civil engineering , composite slabs with shaped steel , steel sheet and concrete are usually recognized as thin plates . based on classic thin plate theory , the author studied the load - carrying capacity and design methods of this structure
    土木工程中的型钢和压型钢板与混凝土组合板一般都属于薄板,本文以薄板理论为基础,来研究型钢和压型钢板与混凝土组合板的受力性能和设计方法。
  • With the increasing of raft foundation thickness , the hypothesis of kirchhoff will be invalid due to the incapable neglecting of transverse shearing deformation . the correct solution can not be deduced through theory of thin plate any more since the influence of transverse shearing deformation does not take into account
    随着板厚度的增加,横向剪切变形不可忽略, kirchhoff假设不再成立,薄板理论已不能给出正确的解答,横向剪切变形的影响必须加以考虑。
  • In light of the elastic thin plate theory , the author induced equilibrium differential equation of bi - direction cellular slab , which was proved correct through analysis and comparison to result of ansys to with theoretical calculation . through the deflection and bending moment coefficient calculation of bi - direction cellular slab under various boundary conditions , the author brought forward the theory that the deflection of mid - span and bending moment coefficient calculation of mid - span and support of bi - direction cellular slab could be in accordance with solid plates " , which could satisfy the precision of engineering
    本文根据弹性薄板理论,导出了双向空腹板的平衡微分方程,并通过理论计算和通用有限元程序ansys结果对比,验证了其正确性;通过对各类边界条件下双向空腹板挠度和弯矩系数的计算比较,本文提出:双向空腹板跨中挠度及跨中、支座弯矩可使用本文空腹板刚度公式查找现有的实心板挠度弯矩系数表进行计算,完全能满足工程精度要求。
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