1) 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。
3) complex stress condition
复杂应力条件
1.
A comparative study on monotonic and cyclic shear behavior of saturated loose sand under complex stress condition;
复杂应力条件下饱和松砂单调与循环剪切特性的比较研究
4) stress boundary condition
应力边界条件
1.
The analytical expression of non-characteristic line stress boundary condition in the slip line field theory for geotechnical materials;
滑移线场理论中非特征线应力边界条件的解析式
2.
A method to deduce stress function of rectangular beams according to stress boundary condition is presented.
对于矩形截面梁 ,提出了一种根据主要应力边界条件确定应力函数的方法 ,该方法克服了设定应力函数的盲目性 ,并通过例题说明了该方法的正确性及应用方法 ,对于弹性力学教学具有参考价值 。
3.
A stress boundary condition which contains the effect of the long-distance force of micro structure of matter is given in the modified theory.
本文通过考虑局部化残余力的影响对线性非局部弹性理论进行了修正,由修正后的理论所导出的应力边界条件包含了物体微观结构的长程力的作用,这个结果不仅解释了在裂纹混合边界值问题中线性非局部弹性理论方程的解在常应力边界条件下不存在的问题,而且可以自然地得到裂纹尖端的Barenblatt分子内聚力模型。
5) high initial in situ stresses
高地应力条件
1.
Furthermore, the essence of the large deformation occurrence about weak rockmass tunnel under high initial in situ stresses is discussed.
运用非线性数值模拟大变形的手段 ,针对二郎山公路隧道在高地应力条件下软弱围岩的大变形进行了研究 ,进而探讨了大变形破坏的本质问题。
6) 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。
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