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线性强化模量
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  hardening modulus
     By numerical computation and analysis the relationship among critical velocity and impact mass,hardening modulus,buckling time was given.
     通过数值计算和分析,给出了临界速度与冲击质量、线性强化模量及临界时间间的关系.
短句来源
     The relationship among critical velocity and impact mass,critical buckling length,hardening modulus is given by using theoretical analysis and numerical computation.
     通过理论分析和数值计算,得到了临界速度与冲击质量、临界长度及线性强化模量间的关系.
短句来源
  相似匹配句对
     VIBRATION ANALYSIS OF SUSPENSION NETWORK WITH LINEAR HARDENING MATERIAL
     线性强化材料索网的振动分析
短句来源
     FORCED VIBRATION OF LINEARHARDENING SUSPENSION
     线性强化材料悬索的强迫振动
短句来源
     The relationship among critical velocity and impact mass,critical buckling length,hardening modulus is given by using theoretical analysis and numerical computation.
     通过理论分析和数值计算,得到了临界速度与冲击质量、临界长度及线性强化模量间的关系.
短句来源
     By numerical computation and analysis the relationship among critical velocity and impact mass,hardening modulus,buckling time was given.
     通过数值计算和分析,给出了临界速度与冲击质量、线性强化模量及临界时间间的关系.
短句来源
     and m which is a linear subspace of Fn,may not be convex.
     F~n的线性子空间(?)
短句来源
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  hardening modulus
Based on the principles of geotechnical plastic mechanics, the incremental visco-plastic memorial nested yield surface model is developed by using the field theory of nonlinear isotropic materials and the theory of kinematical hardening modulus.
      
The fractal nature of mesoscopic perturbations of the flow fields with a power-flow increase of the correlation interval ξ=ξ0θ-v (θ is the dimensionless strain-hardening modulus) during loading is established.
      
Numerical results show that rock specimen becomes soft (lower strength and hardening modulus) as pore pressure increases, leading to higher displacement skip across shear band.
      
The relationship among critical velocity and impact mass, critical buckling length, hardening modulus was given by using theoretical analysis and numerical computation.
      
Discussed are the inclination of the localized band and the hardening modulus corresponding to the onset of strain localization.
      
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The dynamic buckling of an elastic-plastic column subjected to axial impact by a rigid body has been discussed.The whole traveling process of elastic-plastic waves under impact action was analyzed by characteristics method.The regularity of stress changes in both column ends and the first separating time of a rigid body and column are obtained.Using the energy principle and taking into account the propagation and reflection of stress waves the lateral disturbance equation was derived and the power series solution...

The dynamic buckling of an elastic-plastic column subjected to axial impact by a rigid body has been discussed.The whole traveling process of elastic-plastic waves under impact action was analyzed by characteristics method.The regularity of stress changes in both column ends and the first separating time of a rigid body and column are obtained.Using the energy principle and taking into account the propagation and reflection of stress waves the lateral disturbance equation was derived and the power series solution was given.In addition the critical buckling condition can be obtained from stability analysis of the solution.By numerical computation and analysis the relationship among critical velocity and impact mass,hardening modulus,buckling time was given.

用特征线法分析了刚性块轴向撞击弹塑性直杆时应力波传播的全过程,得到了杆冲击端与固定端应力的变化规律及刚性块与杆首次分离的时间.基于能量原理,考虑了弹塑性应力波的传播与反射,建立了弹塑性杆在刚性块轴向撞击下的横向扰动方程,给出了问题的级数解,由解的稳定性得到了发生屈曲时的临界条件;通过数值计算和分析,给出了临界速度与冲击质量、线性强化模量及临界时间间的关系.

The dynamic buckling of an elastic-plastic column subjected to an axial impact by a rigid body is discussed by using the energy law.The traveling process of elastic-plastic waves under impact action was analyzed by characteristics method.The equation of lateral disturbance used to analyize the problem is developed by taking into account the effect of elastic-plastic stress wave.The power series solution of this problem has been reached in theory iwth the power series approach.The buckling criterion of this problem...

The dynamic buckling of an elastic-plastic column subjected to an axial impact by a rigid body is discussed by using the energy law.The traveling process of elastic-plastic waves under impact action was analyzed by characteristics method.The equation of lateral disturbance used to analyize the problem is developed by taking into account the effect of elastic-plastic stress wave.The power series solution of this problem has been reached in theory iwth the power series approach.The buckling criterion of this problem is proposed by analyzing the characteristics of the solution.The relationship among critical velocity and impact mass,critical buckling length,hardening modulus is given by using theoretical analysis and numerical computation.

基于能量原理,对弹塑性杆在刚性块轴向撞击下的动力屈曲问题进行了讨论.用特征线法分析了刚性块轴向撞击弹塑性直杆时应力波传播的过程.考虑了弹塑性应力波传播对屈曲的影响,建立了该问题横向扰动方程.用幂级数解法,理论上给出了该问题的级数解.分析解的性质,得到了发生屈曲时的临界条件.通过理论分析和数值计算,得到了临界速度与冲击质量、临界长度及线性强化模量间的关系.

 
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