1) interface shear strength
界面强度准则
2) failure criterion
强度准则
1.
Study on the ultimate pullout force of pre-stressed cable based on nonlinear Mohr-Coulomb failure criterion;
基于非线性Mohr-Coulomb强度准则下锚索极限抗拔力研究
2.
From these points, a new failure criterion is given based on the prerequisite that the action of the whole three principal shear stress couples acting on the dodecahedron element should be taken into account in the establishment of failure criterion.
在分析 Mohr-Coulomb 强度准则和双剪统一强度准则的基础上,提出了主剪面应力对和主剪面应力对的作用这 2 个新概念,并以此为出发点,通过考虑十二面体单元主剪面上所有 3 个主剪面应力对的共同作用,在双剪强度准则的基础上提出了一个新准则,并对其作了极限线分析。
3.
Based on these concepts,a new failure criterion is given out for geomaterial.
在分析Mohr-Coulomb强度准则和双剪统一强度准则的基础上,提出了主剪面应力对以及主剪面应力对的作用这2个新概念,并以此为出发点,通过考虑十二面体单元主剪面上所有3个主剪应力对的共同作用,提出了一个有关岩土类介质的新强度准则。
3) strength criterion
强度准则
1.
A simplified strength criterion for concrete under biaxial stresses;
一种砼二轴应力状态下的简化强度准则
2.
Standard space theory of strength criterion for anisotropic internal friction materials;
各向异性内摩擦材料强度准则的规范空间理论
3.
A model of the strength criterion of shale;
页岩强度准则的一种模式
4) strength criteria
强度准则
1.
Based on this test,failure mechanism has been widely researched;and shear strength criteria have been put forward,such as Jennings method,Lajtai rock theory,shear theory in fracture mechanics,combined failure theory of tensile and shear.
基于典型的直剪试验,国内外学者提出了非贯通节理岩体贯通破坏机理,并建立了相应的强度准则,如Jennings方法,即加权平均强度理论和强度准则、Lajtai岩桥破坏理论和强度准则、断裂力学的II型破坏理论和强度准则,拉剪复合破坏和强度准则。
2.
A new strength criterion was deduced based on the existed strength criteria for cohesionless soil such as the SMP model and the Lade model.
基于SMP准则和Lade强度准则,推导出新的无黏性土强度准则表达式,它较好地反映了单个主应力对滑动面的交叉影响,而不是仅局限于中主应力的影响。
3.
This paper studied Hoek s rock strength criteria and then applied the criteria to the evaluation of rock mechanical parameters of Xiaowan dam shoulders.
对霍克岩体强度准则进行研究，然后应用于小湾拱坝坝肩岩体的力学参数预测中，可供工程参考使用。
5) plane stress/strength criterion
平面应力/强度准则
6) interface strength
界面强度
1.
The feasibility of using amplitude-frequency relationships of the multimode Lamb waves to characterize the interface strength of adhesive joints of layered planar structures has been analyzed.
对于给定的层状平面结构,将粘接层的固化过程用于模拟粘接层界面强度的变化过程。
2.
This paper reviews the development in the micro-test methods of interface strength for fiber reinforced composites.
本文对纤维增强复合材料界面强度细观试验方法的发展及现状进行了评述，分析了各种试验方法的优点和不足。
3.
In this paper, a non\|linear finite element analysis for soft cohesive ground under embankment reinforced by geotextile has been made to obtain the influence of interface strength between soil and geotextile on reinforcing effect, reinforcement effects for single and multilayer geotextile, etc.
通过非线性有限单元法分析了堤坝下软基土工织物的加筋效果,土与土工织物的界面强度对加筋效果的影响,多层土工织物的加筋效果等问题,得出了最优加筋层数、加筋垫层应力扩散效果等一系列对工程设计有用的结
补充资料：表光合强度(见光合强度)
表光合强度(见光合强度)
forecast of sowing or transplanting time
b iaoguanghe qiangdu表光合强度见光合强度
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