stress-strain relationship的意思
stress-strain relationship中文翻譯:
應力-應變關系
relationship───n.關系;關聯
stress───n.壓力;強調;緊張;重要性;重讀;vt.強調;使緊張;加壓力于;用重音讀;n.(Stress)人名;(意)斯特雷斯
strain───n.(Strain)人名;(英)斯特蘭;n.張力;拉緊;負擔;扭傷;血緣;vi.拉緊;盡力;n.(植物、動物的)品種;種類;vt.拉緊;濫用;濾去;竭力
hag strain───和應變
alternating stress mean stress───交變應力平均應力
predatory relationship───掠奪性關系
classmate relationship───同學關系
fearful strain───可怕的緊張
groin strain───腹股溝拉傷
In addition, three familiar sets of softened compression stress-strain relationship of concrete are showed.───此外,也給出了常見的三種軟化壓應力-應變關系方程。
But the stress-strain relationship is in complex stress condition after the necking starts.───但是,從頸縮開始,其應力應變關系處于復雜應力狀態。
The last part discusses the stress-strain relationship of Haversian osteon.───最后討論了哈弗氏骨的應力-應變關系。
It is shown in the tests that the model is able to assess the stress - strain relationship on unsaturated soil of different water contents.───只需增加一組不同含水量的非飽和土等向壓縮試驗即可完全確定模型參數。
The relationship between principal stresses in the plane strain state is the stress-strain relationship of soil with a certain strain path.───平面應變條件下土體中主應力之間的關系,其實質是特定應變路徑條件下土的應力–應變關系,為土的一個重要力學特性。
Analysis of stress-strain relationship in materials containing voids by means of plastic finite element method.───用塑性有限元方法進行有空穴材料的應力—變形關系的分析…[中國核科技信息與經濟研究院]。
The results show that the stress-strain relationship of geotextile-reinforced fillings is of strain hardening.───試驗表明:加筋填料的應力–應變關系表現為應變硬化型;
The material behavior is characterized by the constitutive stress-strain relationship.───應力應變本構關系的特點是材料的行為。
The nonlinear stress-strain relationship was considered, meanwhile the calculation of safety factor of slope becames easy.───這樣不僅考慮了土體的應力-應變關系,同時能很方便的計算出土坡穩定的安全系數。
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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