The compressive behavior is one of most basic mechanical properties for engineering materials.
压缩行为是工程材料最为基本的力学性能之一。
They are mainly concerned with the tensile and compressive behavior, energy absorption, dynamic impact, failure criterion and constitutive relation, creep, fatigue and fracture of these materials.
这些工作主要讨论了金属泡沫材料的拉伸、压缩、能量吸收、动态冲击、失效准则、本构关系、蠕变、疲劳和断裂等力学性能。
The effect of the whisker rotation on the hot compressive deformation behavior of the whisker reinforced aluminum matrix composite is investigated by the plane strain finite element method.
采用平面应变有限元方法研究了晶须转动对晶须增强铝基复合材料热压缩变形行为的影响。
In addition to these, the influence of area ratio, negative overlap, compressive factor and load inertia on system behavior are also analysed.
此外还对面积比、负重叠量、压缩性因数、负载惯量等对系统的影响进行了分析。
The relation between splitting tensile strength and compressive strength and the effects of steel fiber types and volume ratio on behavior of the deformation of split failure are discussed.
探讨了劈拉强度与抗压强度的关系、钢纤维体积率及钢纤维类型对劈拉变形性能的影响。
Then, the compressive strength and water soluble behavior of the core-mould material were tested.
并对其压缩强度、水溶性等进行了测试，分析了影响性能的各种因素。
Previous experiments have shown compressive mechanical stress to be important in stimulating the regenerative behavior of Schwann cells.
先前的试验已经显示，在激发施万细胞的再生方面，保持一定的机械压力是十分重要的。
The result of the mechanical behavior of loess solidified with SH is clear: the high compressive strength, the good endurance of low temperature and water.
试验结果表明，用SH固化黄土力学性能好，表现为强度高、耐低温、能抗水。
Axial compressive ratio is advantageous to seismic behavior of staggered joints. It can improve joints first crashing loads, shear resistance capacity and reduce the sliding displacement of beam bars.
轴压比对节点的抗震性能有利，它可以提高节点的初裂荷载、抗剪承载力、减小节点中梁筋的粘结滑移量。
In this paper, based on the study of compressive performance and shear strength of Yellow River silt bearing cellular bricking structures, the study of flexural behavior is also carried on.
本文在对黄河淤泥承重多孔砖砌体的抗压、抗剪性能研究的基础上，又对其整体弯曲抗拉能力进行了探索研究。
The experimental investigation and analysis are presented for exploring the intrinsic link between compressive deformational response and crack behavior of the mortar specimens.
描述了用实验观测和分析的方法考察砂浆试样在受压过程中裂纹扩展和变形响应之间的固有关系。
The experimental investigation and analysis are presented for exploring the intrinsic link between compressive deformational response and crack behavior of the mortar specimens.
描述了用实验观测和分析的方法考察砂浆试样在受压过程中裂纹扩展和变形响应之间的固有关系。
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