混凝土梁的剪切破坏谷。
The valley of shear failure of concrete beam (Kani's valley).
井眼剪切破坏是井眼岩石基本破坏形式之一。
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。
In this paper, shear failure is mainly discussed, especially the horizontal shear-bond failure.
因而要尽量控制砌体的破坏形态为弯曲破坏而非剪切破坏。
Therefore, it's best to control masonry structure have bend failure but not shear failure.
又对单轴压缩岩样剪切破坏进行了分析，得到了其失稳判据。
Next, analysis of uniaxial compression tests for rock specimens subject to shear failure is conducted and the criterion of instability is deduced.
试验结果表明，该模型机匣的非包容失效模式主要是剪切破坏。
The results indicated that model casing was destroyed by shear stress.
这是对目前一般认为地震是由剪切破坏形成的观点的必要补充。
This serves as a necessary supplement to the present point of view that earthquakes result from shearing break.
据此，建立基于最大主剪应变的岩土材料延性剪切破坏应变准则；
The strain criterion for ductile shear failure based on the maximum principal shear strain is established.
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；
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.
分析了玻璃纤维增强塑料的冲击破坏、剪切破坏机理和应力特征。
Impact failure, the mechanics shear failure and stress feature of the glass-fiber reinforced thermoplastics are analyzed.
对于柱端剪切破坏应采用限制大梁底部纵向钢筋的方法予以避免。
The steel ratio at the bottom of a large beam should be restricted to avoid possible column failure in shear.
结果清楚地显示，深承台板的载荷传递机制与相应的双向剪切破坏模式。
The results clearly illustrate the load transfer mechanism in the deep pile cap and the subsequent failure mode of two-way shear.
径流集中导致过流断面土体发生剪切破坏，形成明显的水路和侵蚀细沟。
The concentrated runoff has caused shearing damage of flowing section soil and forming remarkable waterways and rill erosion.
根据极限平衡条件，推求了地基整体剪切破坏模式的岩石地基极限承载力。
With the limit equilibrium condition, the ultimate bearing capacity of rock foundation was deduced under general shear failure.
分析结果表明，支撑压力作用下围岩的破坏形式主要为剪切破坏和拉裂破坏。
It shows that the gripper pads pressure will cause the shearing and tension failure of the weak rock mass.
对于直交梁以下区域剪切破坏应采用限制大梁底部纵向钢筋的方法予以避免。
The steel ratio on the bottom of the large beam ought to be limited to ensure the safety of the joint area under longitudinal orthogonal beam.
洞室发生岩爆后围岩总要留下破坏痕迹，岩爆往往造成劈裂破坏或剪切破坏。
After rockburst occurs in the tunnel, Some traces always reserve on the wall. Destructionsof rockburst are in the form of split or shear.
岩石内部的单个缺陷对剪切破坏面的分布影响较大，而对岩石强度却影响较小。
The internal flaw has the same important effect on the distribution of the shear band, but little effect on the rock UCS.
另外，当覆岩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。
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.
随着衬砌厚跨比的增大，混凝土衬砌的破坏范围逐步减小，衬砌更倾向于剪切破坏。
As the ratio of thickness to height of cross-section increases, the failure range decreases and the failure mode has the tendency of shearing failure.
理论分析证明，在剪切载荷作用下裂纹扩展是由于拉伸应力引起的，并非剪切破坏。
Theoretical study shows that the crack extension under shear loading is caused by tensile stress, and it does not belong to shear fracture.
并且后期破坏不以剪切破坏为主，而是沿着粘结破坏面形成的薄弱面发生拉压式破坏。
Failure mode is bending failure along the surface occurred by bond-type damage, take the place of shear failure.
在模型中引入了表征材料抵抗侵蚀破坏能力的参数：冲击破坏侵蚀能和剪切破坏侵蚀能。
The parameters characterizing the capability of materials resistance to erosion, impact damage erosion energy and shear damage erosion energy were introduced in this model.
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。
According to capacity design philosophy, brittle shear failure inside ductile members must be inhibited, to insure adequate rotation capacity of the plastic hinge.
微观结构研究表明红粘土剪切破坏后颗粒排列杂乱…更多，小孔隙增多，定向化程度增强。
The microstructure studies show that after shear failure, particles of red clay arranged disorderly, and small pores and its orientation degree increased.
边界上的缺陷不但能够决定岩石的最终剪切破坏带的分布，而且还极大地影响岩石的强度；
The flaw on the boundary of rock can determine the distribution of the final shear band and reduce the rock UCS greatly.
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。
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.
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。
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。
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.
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