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线性强化     
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  linear hardening
     Inspired by the symmetric collapse model of thin-walled tube under axial compression and expanding its applicable material type from the ideal plastic case to the linear hardening one,this dissertation for the first time proposes a zoning model to explore the local wrinkling characteristic of the THF.
     受到轴向载荷作用下的薄壁管轴对称坍塌的机构化模型的启发,在将该机构化模型的适用材料类型由理想塑性材料推广至线性强化材料之后,本论文针对管材无模轴压胀形端部皱曲的局部性特征,首次提出了一种“皱曲区—膨胀区—皱曲区”的管坯区划理论模型。
短句来源
     CALCULATION OF SUSPENSION CABLE AND NETWORK STRUCTURE WITH LINEAR HARDENING MATERIALS
     线性强化材料悬索及索网计算
短句来源
     Variational Method of Network Structure of Linear Hardening Materials
     线性强化材料索网结构的变分解法
短句来源
     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
     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
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  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
  linear harden
     The model uses linear harden constitutive equation,so it can be used to simulate elasticplastic deformation processes with different material characteristics. The elasticplastic deformation processes of two plan truss mechanical problems which has ideal elasticplastic and linear harden elasticplastic model property are simulated respectively,the simulating deformation and stress error is less than 0.5% and 0.1% respectively. 
     采用线性强化本构方程,可以模拟不同桁架材料的弹塑性变形过程,对理想弹塑性和线性强化弹塑性平面桁架的弹塑性加卸载过程分别进行模拟计算,并与理论值进行比较,其变形和应力误差分别低于0.5%和0.1%
短句来源
  linear work-hardening
     Based on the assumption of rigid and linear work-hardening, and the analogy between the deformation of the rigid and linear work-hardening beam after yield and the linear elastic beam, computing model and formula for air bending of sheet-metal V-shape are set up, program to calculate air bending force is realized and basic features of air bending are analyzed.
     基于材料刚-线性强化的假定,以刚-线性强化梁在屈服以后的弯曲行为与弹性梁的弯曲行为相类似为前提,建立了板料V形自由弯曲过程的计算模型和数学方程,实现了自由弯曲力的程序求解,并分析了自由弯曲的基本特征。
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  linear hardening
Basic space-time features of strain localization at the stages of yield plateau, easy glide, and linear hardening are established.
      
Stress field near an interface edge of linear hardening materials
      
The domain region of the elastic-plastic singular stress becomes larger with the increasing of the linear hardening coefficient.
      
When the linear hardening coefficient decreases to a certain value, the effective stress in most of the yield zone equals approximately the yield stress.
      
Either linear hardening or power law hardening uniaxial stress-strain curves are assumed in the analysis.
      
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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
      
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  linear work-hardening
In the easy-glide and linear work-hardening stages of flow, waves of new type are found to propagate.
      
The linear work-hardening coefficient, the fracture time, the yield stress and the fracture stress of annealed and quenched samples decreased with increasing deformation temperature and exhibited a minimum at 733 K.
      
The constant 67-3 for a linear work-hardening solid where S is the dimensionless slope of the stress strain curve and 67-4 for a non-linear work-hardening solid where h is the work-hardening coefficient.
      
It predicts linear work-hardening, whereby the ratio of the work-hardening rate,H, to the shear modulus,G, is constant when a crystal is tested in the absence of recovery.
      
It predicts linear work-hardening, whereby the ratio of the work-hardening rate,H, to the shear modulus,G, is constant when a crystal is tested in the absence of recovery.
      
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