1) plane stress condition
平面应力条件
1.
According to the displacem ent field and the principalstress field m easured by laser speckle photo technique, dialgauges and strain gauges, the deform ation and failure characteristic of rockm ass containing close interm ittent joints under plane stress condition are deeply analyzed.
根据激光散斑照相技术和应变花所测得的位移场和应力场， 深入分析了平面应力条件下闭合断续节理脆性岩体的变形和破坏特征， 揭示了裂纹扩展规律和破坏机理， 得出了这类岩体的初裂强度和贯通破坏强度表达式， 并将计算结果与试验结果进行了对比， 验证了所得公式的合理性。
2) plane-strain condition
平面应变条件
1.
Based on the extended SMP criterion,analytical formula is presented for expressing the strength parameters of soils under plane-strain condition and under triaxial compression condition.
基于推广的SM P准则,建立了平面应变条件下和三轴压缩条件下土的抗剪强度参数关系的简单解析表达式。
3) bar-plate structure
平面应力元件
4) stress condition
应力条件
1.
Therefore, the stress condition, stress discontinuity value & position of the stress discontinuity line on the slip line field theory for geo-technical.
根据非特征线应力边界条件的显示解析表达式 ,明确给出了岩土材料滑移线场理论中应力间断线上的应力条件、应力间断值及其位置 ,使得锐角楔体极限荷载等问题的求解更简单、更方
2.
Based on the generalized non-linear strength theory and Satake\'s stress condition in plane strain state,the theoretical calculation formula of strength parametersφ_(PS),c_(PS) is proposed.
根据佐武提出的平面应变条件下的应力条件,本文推导了基于广义非线性强度理论的平面应变强度参数φ_(PS)、C_(PS)的理论计算公式。
5) plane stress finite strip method
平面应力有限条法
6) plane stress
平面应力
1.
Constitutive model for concrete under plane stress;
平面应力状态下混凝土的本构模型
2.
To solve problem of the plane stress with MATLAB;
基于MATLAB的平面应力问题研究
3.
In order to master the evolution law of Al 5052,three plane stress states that were uniaxial tensile,plane strain and equalbiaxial tensile were obtained by biaxial tensile loading.
为掌握铝合金5052织构演化规律,通过双向拉伸试验模拟铝合金板材受平面应力作用下的单向拉伸、平面应变、等双拉三种典型应变状态,获得取向分布函数并进行了定量分析。
补充资料：轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条