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   线性强化模型 的翻译结果: 查询用时:0.287秒
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线性强化模型
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  linear intensification model
     Pointing to the Luders Slips problem a steel integral drawing cartridge comes forth in manufacturing and shooting, starting with the point of view of ideal elastoplasticity and linear intensification model,and by analyzing the plasticity section of an test piece's electronic drawing curve line after disposal using different technology,explore the forming condition of Luders Slips,and give some correspondent solutions.
     针对钢质整体拉伸药筒在制造和射击过程中出现的吕德斯带问题,从理想弹塑性线性强化模型的角度出发,通过对不同工艺处理后试片的电子拉伸曲线塑性段的分析,探索了吕德斯带的形成条件,并给出相应的解决措施。
短句来源
  linear hardening model
     Linear hardening model is used for residual stresses after autofrettage pressurization and after autofrettage depressurization.
     采用线性强化模型,得到了液压联轴器外套自增强卸载后的残余应力、自增强压力和安装后的应力公式.
短句来源
  “线性强化模型”译为未确定词的双语例句
     Based on the basic theory of plastic mechanics,this paper sets up a linear elastic - plastic model for the stress-strain curve of the material of a diaphragm spring and presents a method and a corresponding computing program for calculating the residual stress and deformation of the diaphragm caused by settling operation.
     本文应用塑性力学的基本理论,对膜片弹簧材料应力应变曲线采取弹塑性线性强化模型,提出一种膜片弹簧强压处理产生的残余应力和残余变形的计算方法与相应的计算程序。
短句来源
     At first, the traditional static elastoplastic theory is used to establish a linear-harden model, and then a nonlinear axisymmetric FEM model is constructed by means of MARC which is based on the dynamic elastoplastic theory. The results show that the second model is better than the first one by comparing with test data.
     首先,运用传统的静态弹塑性理论通过建立线性强化模型计算药筒的抽壳力,然后运用动态弹塑性理论通过MARC这种非线性有限元软件建立身管与药筒的轴对称模型计算抽壳力,通过这两种方法得出的结果和实验数据对比表明后一种建模是更好的。
短句来源
     This paper presents a formular of rock resistant factor "K" in a pressure tunnel with circular cross section, whether the rock masses is situated in elastic or plastic states.
     本文根据岩体变形试验结果,采用塑性理论线性强化模型,建立了水工圆形压力隧洞岩石抗力系数“K”的计算方法,得到了一个普遍的计算公式。
短句来源
     The hypothetical displaceinent field of the shellbased on experiments is used to derive the buckling governing equations by the perturbationmethod. The equations are solved numerically by a generalized fourth order Runge- Kuttamethod. The Lvey- Mises flow theory of increiiiental plasticity is used and the material ismodelled as a rigid linearized hardening one。
     讨论两端固定的圆柱薄壳在均布外部冲击下的塑性动力屈曲,依据实验现象对位移场作出假定,用扰动法导得屈曲扰动控制方程组,降价后用标准的龙格库塔法进行数值求解,其中物理关系采用Levy-Mises流动理论,材料为刚线性强化模型,将计算结果同Florence等的Bessel函数解作了比较,并对边界对屈曲的影响进行了讨论。
短句来源
     TheLevy-Mises flow law of incremental plasticity is used and the material is assumed as line strain harden-ing.
     其中物理关系采用Levy-Mises流动理论,材料为刚线性强化模型
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  相似匹配句对
     Comparison of Linear Models
     线性模型的比较
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     Choice of Predicting Factors in Linear Models
     线性模型预报因子的选取
短句来源
     Obviously, EVA model turns out a scientific appraisals to motivate the managers.
     该模型为:
短句来源
     E model of CRM.
     E模型
短句来源
     The Unified Hardening Model in Plasticity
     塑性力学中的统一强化模型
短句来源
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  linear hardening model
A linear hardening model together with a linear elastic background material is first used to discuss some aspects of the mathematical and physical limitations and constraints on cohesive laws.
      
A non-linear hardening model and its application to cyclic loading
      


This paper presents a formular of rock resistant factor "K" in a pressure tunnel with circular cross section, whether the rock masses is situated in elastic or plastic states. The authors derived this formular by a model of linear strain-harding material of plastic theory on the bases of test results of rock masses. For this formular may be derived either in elastic or plastic theory, and it is widely useful and considerably economic value for application.

本文根据岩体变形试验结果,采用塑性理论线性强化模型,建立了水工圆形压力隧洞岩石抗力系数“K”的计算方法,得到了一个普遍的计算公式。并指出,现有各种计算公式,不论是弹性理论范畴的还是理想弹塑性理论范畴的,均可从本公式演变而得,因而本公式具有广泛的通用性。本文还从理论上论证了采用塑性强化理论计算岩石抗力系数K具有较大的经济价值。

The computing models of rigid-plastic circular ring by Palmer and strain-hardening elasto-plastic circular ring by Croll are introduced at first in this paper. Thereafter the solutions of the equilibrium equations using iterative method by Kyriakides and Babcock and their conclusions are discussed, especially the experimental and theoretical work by Skyriakides are emphasized.

本文介绍了Palmer提出的刚塑性圆环模型,Croll的双线性强化模型用能量法解S. Kyriakides和C. D. Babcock用迭代法求解非线性平衡方程组以及他们各自得出的结论,其中着重介绍了S. Kyriakides.的实验和理论研究工作。

This paper sets up the couplnig nonlinear fiuite elements analysis for cable structures by using linear strengthen model. and works out computer program. Through calculating the example of limit load of cable net structures, the method and program in this paper have been proved.

本文采用线性强化模型,建立了悬索结构双重非线性有限元分析的方法,并编制了计算程序.通过索网结构的极限载荷实例计算,使本文的方法及程序得到了验证。

 
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