compressive strain

To investigate the effect of compressive strain on tissue engineered cartilage construction in vitro.

在压应变作用下构建组织工程化软骨.

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Taking the XRL aluminium bushing complex rubber roller as one example, the paper touches on the compressive stress and stretch stress of rubber and aluminium tubes running in pressure by application of static and dynamic stress and the strain theory.

本文以XRL型铝衬套复合胶辊为例，运用静态和动态应力、应变理论，分析了运转过程中胶管、铝管承受加压后所产生之压缩应力及拉伸应力情况；

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The strain rate has little effect on the compressive stress parallel to the direction of pores.

藕状多孔铜沿平行气孔方向静态压缩时应力—应变曲线受应变速率影响很小.

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Generally, the maximum tangential compressive strain was 2~ 4 times of vertical and radius-orientation direction.

环向最大压应变一般为同一监测层位竖向、径向最大压应变的2~4倍。

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Detailed analyses were performed to establish the relationships between compressive stress and strain, average infrared radiation temperature ( AIRT) and strain, average infrared radiation temperature and mechanical work of UHMWPE.

对超高分子量聚乙烯人工髋臼材料试验过程中的应力与应变、平均红外辐射温度与应变、平均红外辐射温度与机械功之间的关系进行了分析。

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Our simulation results show that the hole mobility enhancement can be obtained with uniaxial compressive strain.

而模拟结果显示,外加单轴压缩应力时,会对电洞的迁移率有所提升.

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A unified numerical expression of the compressive stress-strain curve applicable to concrete is put forward.

研究了自密实混凝土在受压过程中的变形,建议了适用于受压应力 — 应变曲线的数学表达式.

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( b) For concrete in compression zone a stress-strain relation for repeated axial compressive cyclic loading, is adopted instead of that for reversed loading.

对混凝土受压区采用轴向重复加载的应力-应变关系而不是反复加载的。

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Concrete behavior under the biaxial state of stress is represented by a nonlinear constitutive relationship, which incorporates tensile cracking at a limit stress, tension stiffening and shear retention effects for cracked concrete, and the strain-softening phenomenon beyond the maximum compressive strength.

混凝土的非线性本构关系，则考虑受拉开裂、开裂后的拉伸加强效应和剪切折减系数以及屈服后的应变软化现象。

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The results made clear that the widely used method with attached stiffness set in compressive test of stress-strain complete curve was not proper for concrete in direct tension. complete curve of a three-point bending concrete beam is realized.

在普通试验机上进行的混凝土抗拉应力-应变全曲线的试验研究结果表明，在抗压全曲线试验中采用的刚性试验机和附加刚性组件的方法在抗拉全曲线的试验中并不适用。

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