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线性强化
相关语句
  linearly hardening
    Elasticplastic analysis for the linearly hardening structure ofbars joined to a fixedpoint rigid body
    线性强化材料空间杆系弹塑性分析
短句来源
    The linearly hardening function is used to represent the stressstrain relation material. The universal expression about the stress and strain analysis in the linearly hardening structures of bars joined to a fixedpoint rigid body has been derived. The nonlinear equations of calculating the angular displacement of the rigid body have been given and the general program has been worked out.
    将材料的应力-应变关系描述为线性强化模式,推导出了铰接于定点运动刚体上的线性强化材料空间杆系结构应力-应变计算的普遍表达式,给出了计算刚体角位移的非线性方程组,编制了通用程序,计算准确方便,使这一问题得到了圆满的解决。
短句来源
  linearly hardening
    Elasticplastic analysis for the linearly hardening structure ofbars joined to a fixedpoint rigid body
    线性强化材料空间杆系弹塑性分析
短句来源
    The linearly hardening function is used to represent the stressstrain relation material. The universal expression about the stress and strain analysis in the linearly hardening structures of bars joined to a fixedpoint rigid body has been derived. The nonlinear equations of calculating the angular displacement of the rigid body have been given and the general program has been worked out.
    将材料的应力-应变关系描述为线性强化模式,推导出了铰接于定点运动刚体上的线性强化材料空间杆系结构应力-应变计算的普遍表达式,给出了计算刚体角位移的非线性方程组,编制了通用程序,计算准确方便,使这一问题得到了圆满的解决。
短句来源
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  linearly hardening
Tresca's yield criterion and linearly hardening rotating solid disks having hyperbolic profiles
      
An elastic plastic linearly hardening material is assumed.
      
Uniaxial tension curves are plotted for a fibrous composite with linearly hardening matrix.
      
Uniaxial tension curves are plotted for a fibrous composite with linearly hardening matrix.
      
Uniaxial tension curves are plotted for the case where microdamages occur in the linearly hardening component and do not in the linearly elastic component
      
更多          
  linearly hardening
Tresca's yield criterion and linearly hardening rotating solid disks having hyperbolic profiles
      
An elastic plastic linearly hardening material is assumed.
      
Uniaxial tension curves are plotted for a fibrous composite with linearly hardening matrix.
      
Uniaxial tension curves are plotted for a fibrous composite with linearly hardening matrix.
      
Uniaxial tension curves are plotted for the case where microdamages occur in the linearly hardening component and do not in the linearly elastic component
      
更多          


In this paper,the buckling mode including axial c oordinate x and circumferential coordinate θ is used to a nalyze dynamic plastic buckling of isotropic linear hardening cylindrical shells under axial impact.By using the analysis of amplification functions method the critical velocities can be obtained directly when shells appear axisymmetric or multi-unaxisymmetric buckling modes.The relations between critical velocities a nd radius-to-thickness ratios are discussed.

令屈曲模态同时包含轴向坐标x和环向坐标θ ,通过最优模态的分析 ,直接得到各向同性线性强化刚塑性圆柱壳受轴向冲击时发生轴对称屈曲或非轴对称屈曲时的临界速度 ,在此基础上讨论了临界速度与径厚比的关系。

The linearly hardening function is used to represent the stressstrain relation material. The universal expression about the stress and strain analysis in the linearly hardening structures of bars joined to a fixedpoint rigid body has been derived. The nonlinear equations of calculating the angular displacement of the rigid body have been given and the general program has been worked out. This method is precise and convenient for computing. The problem has been solved satisfactorily.

将材料的应力-应变关系描述为线性强化模式,推导出了铰接于定点运动刚体上的线性强化材料空间杆系结构应力-应变计算的普遍表达式,给出了计算刚体角位移的非线性方程组,编制了通用程序,计算准确方便,使这一问题得到了圆满的解决。

Based on double linear constitutive model of mild steel,damping force hysteresis loop models of the X-type and the triangle type mild steel dampers are derived from classic mechanical principle directly. Firstly, the relationship and its asymptote between force and displacement of the steel plate damper are deduced under monotonic loading. Secondly, damping force hysteresis loop models for mild steel plate damper are deduced under considering the ideal elastic-plastic model and the linear hardening model respectively....

Based on double linear constitutive model of mild steel,damping force hysteresis loop models of the X-type and the triangle type mild steel dampers are derived from classic mechanical principle directly. Firstly, the relationship and its asymptote between force and displacement of the steel plate damper are deduced under monotonic loading. Secondly, damping force hysteresis loop models for mild steel plate damper are deduced under considering the ideal elastic-plastic model and the linear hardening model respectively. Finally, the comparison of theory and experiment is carried out,and the effectiveness of theoretical models is verified. Moreover, the reason of errors is analyzed.

利用软钢的双线性本构关系,依据经典力学原理推导建立了X形和三角形钢板阻尼器的阻尼力滞回模型。首先,导出了单调加载下钢板阻尼器的力与位移关系及其渐近曲线;其次,对于软钢材料本构关系分别考虑在理想弹塑性和双线性强化模型基础上,推导建立了钢板阻尼器的阻尼力模型;最后,将钢板阻尼器的阻尼力模型及其参数与试验结果进行了比较,验证了理论模型的有效性,并分析了误差存在的原因。

 
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