小应变理论的英文

• small strain theory

• "小"英文翻译    small; little; petty; minor
• "应变"英文翻译    meet an emergency
• "理论"英文翻译    theory
• "无穷小应变理论" 英文翻译 :    infinitesimal strain theory
• "全应变理论" 英文翻译 :    total strain theory
• "应变理论" 英文翻译 :    strain theory
• "总应变理论" 英文翻译 :    total strain theory
• "有限应变理论" 英文翻译 :    finite-strain theory
• "最大应变理论" 英文翻译 :    maximum strain theory
• "贝耶尔应变理论" 英文翻译 :    baeyer strain theory
• "最大法向应变理论" 英文翻译 :    maximum normal strain theory
• "最大主应变理论" 英文翻译 :    maximum principal strain theory
• "无限小应变" 英文翻译 :    infinitesimal strain
• "最小应变" 英文翻译 :    minimum strain
• "最小应变轴" 英文翻译 :    least axis of strain; least strain axis
• "切变理论" 英文翻译 :    shear theory
• "权变理论" 英文翻译 :    contingency theory; contingent theory
• "蠕变理论" 英文翻译 :    theory of creep
• "实变理论" 英文翻译 :    theory of real variables
• "突变理论" 英文翻译 :    catastrophe theory; mutation theory
• "形变理论" 英文翻译 :    deformation theory
• "二级相变理论" 英文翻译 :    second-order transformation theory
• "范性流变理论" 英文翻译 :    theory plastic flow
• "费米衰变理论" 英文翻译 :    fermi beta decay theory
• "费密衰变理论" 英文翻译 :    fermi beta-decay theory

• In this paper , we analyzed effects induced by the geometric nonlinear on the rigid steel - frame and the semi - rigid steel - frame , by use of the theory of beam - column and the theory of big - displacement & small - transfiguration . we also discussed the difference between the rigid steel - frame and semi - rigid steel - frame
  因而，本文亦将按大位移-小应变理论来分析几何非线性分析对刚性平面钢框架及半刚性平面钢框架的影响，并它们的差异进行有益的探讨。
• Thirdly , because there is local large deformation in the sand breakage under vibrating load in the destructive phase , small deformation theory is not appropriate ; therefore , large deformation analysis theory is applied to this process . based on the research of many predecessors , the author sets up a computation pattern of the saturated sand deduced from energy theory
  对于砂土在进入到破坏阶段，往往伴随着大应变的出现，已有的小应变理论已经不能满足工程计算的要求，本文在以上分析得到的能量方程的基础上，利用虚功原理推导出在振动力作用下的大应变有限元方程，并得到合理的数值解。
• The result of the comparison shows that the analytical solution obtained here takes on better agreement with practical cases than that of linear one , and the result also shows that , comparing to the solution from nonlinear theory , the evaluation of the settlement and the consolidation degree from linear theory is small . as a primary part of self - weight consolidation , a mathematical model for sedimentation in the steady water , with the volume fraction of the soils as its depended variable , is established . the model shows that the progress of the sediment of the soils is similar to the propagation of the shock wave
  本文讨论了不同的一维大应变固结理论之间的统一性，首次运用变换群方法获得了多种条件下大应变非线性固结问题的解析解答，所有的解答都通过实际的摘要试验数据与相同问题的大应变线性固结理论或者小应变理论作了比较，以便验证这些解答的适用条件和有效性；这些解答可以直接的应用于工程实际问题，也可以作为类似固结问题的数值计算结果的检验标准，同时为大应变非线性固结理论的进一步发展提供了新的研究途径。