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弹塑性的的英文

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"弹塑性的"怎么读用"弹塑性的"造句

英文翻译手机手机版

  • elastic plastic
  • elastoplastic
  • plastoelastic

例句与用法

  • In the paper , during the traditional stability analysis of steel frames , semi - rigid connections are considered . non - linear model of and elastic - plastic are still considered
    本文在传统的钢框架稳定分析中考虑半刚性的影响,并同时考虑了非线性的模型和弹塑性的影响。
  • At the same time , several yield criterions are studied in order to find the best one . on the base of above , a rational safety factor of slope is calculated with shear strength reduction technique
    第三,在弹性数值流形元的基础上,考虑了土体弹塑性的应力?应变关系,研制了弹塑性流形单元分析程序。
  • Powerhouse structure has been usually looked as an elastic body for dynamical analysis and the seismic reaction has been often analyzed by response spectrum method until the present , but the materials of power - house structure are elastoplastic in nature , small tensile stress may induce cracks
    摘要以往对水电站厂房结构进行动力分析时常被视为弹性体,在对其进行地震响应分析时,常采用反应谱分析方法,而实际的厂房结构是弹塑性的,不很大的拉应力即可产生裂缝。
  • The paper uses the coupled numerical method by combine the finite element method ( fem ) with the infinite element method ( iem ) to analysis the strength and deformation of the soil under the shallow foundation . the corresponding three - dimensional analytical program is devised by fortran9o computer language . in the program
    本文即以有限元-无限元耦合的数值方法用fortran90语言编制了竖向荷载作用下浅基础地基的非线性、弹塑性三维分析程序,分析中采用的土的本构模型有非线性的邓肯-张模型、成都科大k - g模型和弹塑性的修正剑桥模型、殷宗泽双屈服面模型、 drucker - prager模型。
  • The methods considering the elastoplasticity are the elastic - plastic hinge method and the pseudo load method . based on the need of non - linear analysis , researchers brought forward nonlinear calculation methods to control the iterative constringency , such as the load controlling method , the displacement controlling method , the arc length controlling method and the pseudo load method
    考虑弹塑性的分析方法有:弹性-塑性铰法和虚拟荷载法根据非线性研究分析的需要,研究人员先后提出了:荷载控制法、位移控制法、弧长控制法和做功控制法等控制迭代收敛的非线性计算方法。
  • And the theoretical a nalyses done in this paper are listed below : first , the experimental data on the members of varied parameters under torsion demonstrate the general rule of the deformation while the tubular is under torsion . the paper establishes three phases of the deformation of the tubular under torsion , namely , the elastic deformation , the elastic - plastic deformation , and ultimate failure . through regression analysis , a simplified method is proposed for calculating the capabilities of the tubular under elastoplastic torsion , and the formulary for bearing value , is also recommended as a reference in engineering design
    本文根据不同参数的构件受扭性能试验结果,研究了该结构受力变形全过程的基本规律,提出了受钮全过程的三个工作价段,即弹性变形阶段,弹塑性变形阶段和极限破坏阶段,经分析回归得到扭转全过程弹塑性的简化分析方法及承载力计算公式,可供工程设计参考;同时根据本文的弯扭试验结果以及对离心钢管混凝土构件进行的理论分析,推导了弯扭试验相关承载力的关系。
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