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1.According to response for mechanical factor influence on cellular dynamics, a cyclic fourpoint-bend(FBP) loading device with uniaxial strain to cells is introduced in this paper.
本文根据细胞动力学对力学因素的响应,设计研制了一种四点弯曲单向交变应变加载装置。收藏指正
2.The influences of cement content, density, water content and age on the deformation behavior of the light heterogeneous soil are studied based on the uniaxial and triaxial stress-strain curves.
根据聚苯乙烯轻质混合土单轴应力—应变曲线和三轴应力—应变曲线的形态 ,得出水泥掺入比、密度、含水率、龄期等对聚苯乙烯轻质混合土变形特性有不同程度的影响 ;收藏指正
3.Uniaxial compressive strength of saturated frozen clay at constant strain rate
饱和冻结黏土在常应变率下的单轴抗压强度收藏指正
4.Uniaxial extension tests were performed until large amount of strain on six laboratory-prepared ice samples with initial randomly-oriented fine crystals at the temperature -3.0±0.05C° and the octahedral shear stress 0.2MPa and 0.3MPa.
采用实验室制备的具有随机取向的细晶粒多晶冰 ,在温度为 - 3 .0± 0 .0 5℃、初始八面体剪应力为 0 .2 MPa和 0 .3 MPa下 ,对六个样品进行了单轴向拉伸实验。收藏指正
5.The Strain-rate Sensitivity of Strength of Bohai Sea One-Year Ice under Uniaxial Compression
渤海东部一年冰单轴压缩强度的应变速率敏感性收藏指正
6.Effects of Temperature and Strain Rate on Uniaxial Compressive Strength of Natural Fresh Water Ice
天然淡水冰单轴压缩强度及其温度和应变率效应收藏指正
7.The physical model simulates exactly the strain characteristic and flow regulation of the mica glass-ceramic during the uniaxial hot-pressing.
所采用的室温物理模型准确类比了高温下云母玻璃陶瓷材料内部的应变特徵和材料流动规律。收藏指正
8.Uniaxial compressive strength tests were conducted for polycrystalline ice with average grain sizes of 0 5,1,2,3,4 and 6 5mm at -5℃ and at the strain rate of ?6μ?s -1 . It is found that the compressive strength of ice is very sensitive to the grain size and is directly proportional to the reciprocal of squre root of the grain size. And the failure strain decreases linearly with the increase of the grain size.
对平均粒径分别为0?5mm、1mm、2mm、3mm、4mm和6?5mm的人造多晶冰在-5℃和6μs-1应变率下进行了单轴抗压强度试验.试验结果表明,多晶冰的极限抗压强度对粒径变化十分敏感,且与粒径平方根的倒数呈正比例关系,破坏应变随粒径的增大而呈线性减小.收藏指正
9.5.The author research on the realition of stress strain of uniaxial and triaxial stress, giving the constitutive model of hyperbola and softening curve and Duncan—Chang. The parameters are calculated and the models are validated.
5、对加固粉质土的单轴和三轴应力应变特性进行了分析研究,并分别用双曲线、软化曲线和邓肯—张本构模型进行了参数计算和模拟验证。收藏指正
10.Experiments of uniaxial cyclic loading on granite samples were carried out on stiffness test machine,and the status parameters,physical parameters and acoustic emission(AE)signals were obtained. The relations among AE counts,AE rates and stress,strain,damage factor on different level loading were analyzed in detail,and the ability of different parameters to memorize the value of Kaiser effect were estimated by Felicity ratio.
在刚性试验机上,对花岗岩试样进行了单轴循环加载试验,分析了试验过程中试样的状态参数、物性参数及声发射(AE)信息的变化规律,得到了四个不同循环加载阶段应力、应变及损伤因子与AE事件累计数的关系,并以Felicity比评判各参数对Kaiser效应值记忆的准确性和稳定性。收藏指正
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