stress-strain relationship信息详情
应力-应变关系
relationship───n.关系;关联
stress───n.压力;强调;紧张;重要性;重读;vt.强调;使紧张;加压力于;用重音读;n.(Stress)人名;(意)斯特雷斯
strain───n.(Strain)人名;(英)斯特兰;n.张力;拉紧;负担;扭伤;血缘;vi.拉紧;尽力;n.(植物、动物的)品种;种类;vt.拉紧;滥用;滤去;竭力
hag strain───和应变
alternating stress mean stress───交变应力平均应力
predatory relationship───掠夺性关系
classmate relationship───同学关系
fearful strain───可怕的紧张
groin strain───腹股沟拉伤
In addition, three familiar sets of softened compression stress-strain relationship of concrete are showed.───此外,也给出了常见的三种软化压应力-应变关系方程。
But the stress-strain relationship is in complex stress condition after the necking starts.───但是,从颈缩开始,其应力应变关系处于复杂应力状态。
The last part discusses the stress-strain relationship of Haversian osteon.───最后讨论了哈弗氏骨的应力-应变关系。
It is shown in the tests that the model is able to assess the stress - strain relationship on unsaturated soil of different water contents.───只需增加一组不同含水量的非饱和土等向压缩试验即可完全确定模型参数。
The relationship between principal stresses in the plane strain state is the stress-strain relationship of soil with a certain strain path.───平面应变条件下土体中主应力之间的关系,其实质是特定应变路径条件下土的应力–应变关系,为土的一个重要力学特性。
Analysis of stress-strain relationship in materials containing voids by means of plastic finite element method.───用塑性有限元方法进行有空穴材料的应力—变形关系的分析…[中国核科技信息与经济研究院]。
The results show that the stress-strain relationship of geotextile-reinforced fillings is of strain hardening.───试验表明:加筋填料的应力–应变关系表现为应变硬化型;
The material behavior is characterized by the constitutive stress-strain relationship.───应力应变本构关系的特点是材料的行为。
The nonlinear stress-strain relationship was considered, meanwhile the calculation of safety factor of slope becames easy.───这样不仅考虑了土体的应力-应变关系,同时能很方便的计算出土坡稳定的安全系数。
According to the different positions of neutral axis and stress-strain relationship of 3 kinds of materials, 9 failure modes are ascertained.
The stress-strain relationship curve of the cement soil tends to soften, with an obvious peak point, it being mainly in a brittle failure state.
Unfortunately, previous work rarely incorporated the effect of initial deviator stress on cyclic degradation behavior and dynamic stress-strain relationship of soft clay.
A method to calculate the section curvature ductility index of high strength concrete shear wall is induced by using stress-strain relationship of rectangle stirrup and plane section assumption.
When it was tensile failure, the curve of stress-strain relationship was softening and the reinforcement only increased the angle of internal friction of soil.
In this finite model, the nonlinear stress-strain relationship of soil, the soil - nail interaction and the staged construction are all taken into consideration.
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