片语

Shear compression failure剪压破坏

shear adhesion failure temperature剪切破坏温度

twin shear unified failure criterion双剪统一强度準则

shear r failure剪切破坏

shear type failure剪切型破坏

triple shear unified failure criterion三剪统一强度準则

maximum shear stress failure criteria最大剪应力破坏準则

shear fracture剪断裂；剪切破坏

Towbar shear pin failure推飞机过程中

general shear failure整体剪切破化

英汉例句

• shear failure is an important mode of dynamic failure of structural members under impulsive loading.

  剪切失效是强动载荷作用下结构失效的重要模式。

• it is also shown that the influence of the rotary inertia of the mass block on the shear failure is not negligible.

  质量块的转动惯量对于剪切失效具有不可忽略的影响。

• this model assumes the coplanar shear failure mechanism of the rock bridge, so it can be used under the circumstance that the length of rock bridges is far less than of the length of the joint.

  非贯通节理巖体多层结构模型假定巖桥为共面剪切破坏，模型适用于巖体节理共面并且巖桥长度远小于节理长度的情形。

• analytical solutions of axial, lateral, circumferential and volumetric strains, and post-peak poisson′s ratio of rock specimen subjected to shear failure in uniaxial compression are proposed.

  提出了单轴压缩的巖样在受到剪切破坏条件下的全部变形特征，即轴向、侧向、环向、体积应变及峰后泊松比的解析式。

• the final failure mode of the model is tension failure of perimeter columns and bottom of core wall on the tension side caused by overturning moment, and the story shear failure mode was not found.

  结构未发生层剪切破坏，最终破坏模式是在倾覆力矩作用下底部核心筒受拉墻肢及受拉侧外框柱拉断。

• for a tank foundation with a relatively thin soft deposit and undrained shear strength increasing with depth, the edge shear failure is likely to be the critical one.

  一罐基础和较薄的柔软的存款和不排水剪切强度随深度增加，边缘的剪切破坏可能是至关重要的。

• the plastic limit analysis made in this paper shows that one-way shear failure cannot be the most critical among possible shear-type failures of pile-caps at corners.

  本文用塑性极限方法证明，在角桩上可能发生的剪切型破坏中，单向剪切不起控制作用。

• in addition, the layer separation exists in the end of span of overburden if the subsidence happens in whole overburden, which is resulted from the shear failure of the bedding plane.

  另外，当覆巖发生整体下沉时离层主要存在于跨度两端，离层由层理剪切破坏引起。

• based on the limit equilibrium theory and the hypothesis of planar sliding surface, a formula for calculating the angle of shear failure was deduced considering cohesion and cut slope angle.

  基于极限平衡理论及平面滑裂面假定，在考虑土黏聚力及放坡角度的基础上，推导了平面滑裂面剪切破坏角的数学表达式。

• as a result, it is understood that placing steel bar in the tensile area will improve the ultimate bearing capacity of the rcft beam, and shear failure of filled concrete will be avoided.

  结果表明，在梁的受拉区配筋可以提高梁的极限承载力，并且可以避免核心混凝土的剪切破坏。

• according to capacity design philosophy, brittle shear failure inside ductile members must be inhibited, to insure adequate rotation capacity of the plastic hinge.

  按照能力设计思想，必须防止延性构件内部发生脆性剪切破坏，以确保塑性铰的转动能力。

• the ultimate bearing capacity for a local shear failure may be determined when the vertical displacement of subsoil beside the foundation is transferred from continuous sinking to heave.

  基础外侧地基土竖向位移由持续沉降转向隆起时的承载力可作为局部剪切破坏的极限承载力。

• in this paper, shear failure is mainly discussed, especially the horizontal shear-bond failure.

  本文针对剪切破坏的主要破坏模式纵向水平剪切粘结破坏。

• the valley of shear failure of concrete beam (kani's valley).

  混凝土梁的剪切破坏谷。

• the method of using the constraint mechanism to express the small core shear failure and the formula for calculating shear-bearing capacity of abnormal joints are given.

  采用约束机理对小核芯剪切破坏进行分析并提出承载力计算方法；

• a simplified theoretical solution is also derived for the loading-carrying capacity of the joint, based on the punching shear failure model.

  文中还推导了基于沖切面剪应力破坏模型的节点承载力的简化理论解。

• the analysis shows that the variation of the formed mode before and after the excavation of roads, the plastic deformation due to too large backfill subgrade, the sliding, shear failure of th…

  分析表明，道路开挖前后受力模式的变化、回填土路基过大的塑性变形及开挖界面的滑动剪切破坏是造成修复区路面损坏的主要原因。

• impact failure, the mechanics shear failure and stress feature of the glass-fiber reinforced thermoplastics are analyzed.

  分析了玻璃纤维增强塑料的沖击破坏、剪切破坏机理和应力特征。

• next, analysis of uniaxial compression tests for rock specimens subject to shear failure is conducted and the criterion of instability is deduced.

  又对单轴压缩巖样剪切破坏进行了分析，得到了其失稳判据。

• the strain criterion for ductile shear failure based on the maximum principal shear strain is established.

  据此，建立基于最大主剪应变的巖土材料延性剪切破坏应变準则；

• to study this phenomenon, the seepage shear failure of the soils subjected to pore water injection is examined by laboratorytri-axial test.

  为了研究这一现象，利用实验室三轴试验将孔隙水注入土壤检测了土壤的渗透剪切破坏。