The total deformation of soils consists of three parts: elastic strain, plastic strain related to volumetric yielding mechanism and plastic strain related to shear yielding mechanism.
土体总的变形由三部分组成：即弹性应变、与体积屈服机制相关的塑性应变和与剪切屈服机制相关的塑性应变。
Shear force, total collagen, heat insoluble collagen, and muscle fiber diameter are the main index of muscle tenderness evaluation.
相关分析表明，剪切值、总胶原蛋白、热残留胶原蛋白和肌纤维直径是嫩度评定的主要指标。
Total potential energy is composed of elastic and dissipated potential energies in shear band as well as work done by external force.
系统的总势能由剪切带的弹性及耗散势能和带外弹性岩石对剪切带所作的外力功构成。
The first-order derivative equal to zero of total potential energy with respect to the relative shear deformation of shear band leads to the equilibrium condition of elastic rock.
将系统的总势能对相对剪切变形求一阶导数（等于零），得到了弹性岩石的平衡条件。
The effects played by transverse shear deformation, panel geometric parameters, total number of plies, fiber orientation, and initial geometric imperfections are studied.
讨论了横向剪切变形，曲板几何参数，铺层数，铺展方式和初始几何缺陷等各种参数变化的影响。
Objective: to evaluate the influence of three dentin desensitizers on shear bond strengths of a total-etch adhesive to dentin surfaces.
目的：研究三种牙本质脱敏剂处理牙本质表面后对全酸蚀粘接剂剪切强度的影响。
Subtracting the elastic strain from the total strain yields the non-local plastic shear strain that depends on the flow stress and the damage variable.
将非局部总应变减去弹性应变，可得剪切带的非局部塑性应变。
Triaxial shear tests were also conducted on the two liner specimens to obtain the total and effective shear strength.
再对斑脱土衬里进行三轴固结不排水实验，测定其总剪切强度与有效剪切强度。
Furthermore, the unloading shear strength parameters should be applied when using total stress method to analyse excavation problems.
此外，对于基坑开挖采用总应力法分析时，应按卸载总应力强度指标计算。
The analysis and the spot measure data prove the deformation of composite soil nailed wall include shear deformation, bend deformation and total deformation of soil.
由实测和理论分析表明复合土钉墙的变形是由剪切变形、弯曲变形以及墙底基底以下土体变形组成。
The stress path has obvious influence on the total stress shear strength indexes, but almost no influence on the effective shear strength indexes.
应力路径对总应力强度指标有较大的影响，但对有效强度指标基本没影响。
The paper analyzed the affection of the average inter-column shear force and the total number of the discrete columns on the factor of safety.
分析了条柱侧面平均剪力和条柱总数对边坡安全系数的影响。
According to the analysis, the authors conclude that the unloading shear strength parameters should be used when applying total stress method.
经过分析，作者认为当采用总应力法计算时，原则上应采用卸载强度指标。
Secondly, the effect of specimen length on total fracture energy in uniaxial compression subjected to shear failure is analyzed.
然后，研究了单轴压缩条件下岩石试件全部断裂能的尺度律。
Secondly, the effect of specimen length on total fracture energy in uniaxial compression subjected to shear failure is analyzed.
然后，研究了单轴压缩条件下岩石试件全部断裂能的尺度律。
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