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1·The support reaction will be reallocated after the appearance of bend and shear crack of a reinforced concrete continuous beam in the practice project.

在实际工程中，钢筋混凝土连续梁发生弯曲裂缝或剪切裂缝之后，支座反力将重新分配。

2·A study of the shear strength and crack resistance of the cracked brick masonry strengthened by GRC is conducted, from which a powerful support is provided with its use in strengthening and repair.

就用玻璃纤维加强水泥对砖砌体墙的开裂进行加固修复的抗剪强度和阻裂性能进行了研究，为其在加固修复中的应用提供有力依据。

3·The existence of adiabatic shear band and the crack caused by the band are important features in dynamic torsion moment tests.

绝热剪切带的出现和由它引起的裂纹是动态扭矩试验时的重要特征。

4·The observational result of crack fracture form for rock samples with close crack under unloading after the peak compression shear load.

介绍了对含闭合裂缝岩石试件在达到峰值压剪荷载时卸荷的裂缝断裂形态观察结果。

5·The crack problem in an infinite mediums of functionally graded material (FGM) subjected to antiplane shear is studied by using nonlocal linear elasticity theory.

根据非局部线弹性理论研究了剪切模量为指数型的无限大功能梯度材料反平面裂纹问题。

6·The numerical results of shear stress intensity factor and the length of the crack face contact region are given.

给出了剪切应力强度因子和裂纹面接触区尺寸的数值结果。

7·An elastic viscoplastic model is used to analyse stress and strain fields at the tip of a propagating crack under antiplane shear.

弹性-粘塑性模型对反平面剪切扩展裂纹尖端的应力应变场进行了分析。

8·The variation of tearing energy with crack size was calculated for the bonded crack of simple shear rubber using non-linear finite element analysis.

通过有限元分析方法模拟简单剪切橡胶件粘结处裂纹扩展时撕裂能与裂纹尺寸的关系。

9·In this paper, shearing mechanism in the joint core region is analysed from crack to limit state, on the basis of shear test of wrapped steel joint under the monotonic load.

本文根据外包钢节点在单调荷载下的抗剪试验，分析了节点核心区在开裂状态之前及开裂状态到极限状态的抗剪机理，求出了各主要抗剪因素的剪力分配。

10·The self-consistent finite element method is used to evaluate longitudinal effective Young's modulus and shear modulus for unidirectional fiber composite containing the fiber-end crack.

计算了含有纤维端头裂纹的单向短纤维复合材料的有效纵向拉伸模量和纵向剪切模量，并分析了体分比、刚度比、长径比等物理、几何因素的影响。