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剪应变

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Taking account of the characteristics of pure shear and plane strain, after the measurement to fish-head bodin s'present shapes and the resume of their original shapes, with several reasonable and ideal presumes, the author put forward the refraction rheology gauge of fish-head boudin.

认识到鱼嘴构造的纯剪切作用机制及其平面应变的特点,通过对香肠现有的几何参数的测量和计算以及对香肠构造演化初始阶段几何参数的恢复,在合理假设的理想状况下,推导出鱼嘴构造的应变差折射流变计。

By using TCN—AN numerical torsion testing machine, the torque of Cast Iron Materials under pure shearing is measured, and its strain is also measured through XL2101B2 static strain meter, adopting method of whole bridge connection. Based on the above experiment equipments and all the measurement results, method of torsion of circular shaft is designed to measure Elastic Modulus of Cast Iron Materials.

通过 TCN—AN数控扭转试验机测量处于纯剪切状态下铸铁试件的扭矩,采用全桥接线法,使用XL2101B2静态应变仪测量铸铁试件的应变,基于以上两种实验仪器及其测量的结果,发展了圆轴扭转法来测量铸铁材料的弹性模量。

Note that as in the case of the normal strain,**, the shear strain ** is also a dimensionless quantity since it represents a radian measure.

请注意,就如正常应变**的情况一样,剪切应变**也是无量纲的量,因为它表示一个弧度的量度。

So this model can simulate all kinds of properties of concrete after loading, such as nonlinear stress-strain relationship for concrete, stiffness phenomenon under cycle load, phenomenon compression and expansion for concrete with shearing, strain soften phenomenon while beyond strength limit. Furthermore because the best merit of this model is simple in expression, model parameters are determined more easily and application is convenient easily.

可以模拟混凝土受力后的各种特性,如混凝土的非线性应力—应变关系,循环荷载作用下的刚度退化现象,剪力引起的混凝土的压缩和膨胀现象和超过强度极限的应变软化现象等,且这种模型的最大优点是表达形式简单,模型参数比较容易确定,便于应用。

Based on the generalized potential variational principle of nonlinear elasticity theory with large deflection, the incomplete generalized potential energy functional with large deflection is established on the space coupling free vibration of collaborated system structure by considering the effect of axial compressive and shearing strain energy of stiffening girder.

摘要基于大位移非线性弹性理论的广义变分原理,考虑加劲梁轴向压缩应变能和剪切应变能的影响,建立了协作体系斜拉桥空间耦合自由振动的大位移不完全广义势能泛函,通过约束变分导出了协作体系斜拉桥的加劲主梁竖向挠曲振动微分方程。

Then the hazard zone of tire/rim contact area with axial force of cord,Mises stress,shearing strain and strain energy potential were analyzed.

同时运用帘线轴力、M ises应力、剪切应变、应变比能4个力学量对胎圈部的危险区域进行了精细分析。

Employing the Hopkinson torsion-tension combination bar system, the constitutive relations of soft aluminum under torsion-tension combined high strain—rate was obtained, The constitutive relations of Monel alloy under Dual—direction shearing high strain—rate was also investigated after special modification of above apparatus.

本文还利用分离式扭—拉复台霍布金森杆设备测试软铝在高应变率扭—拉复合载荷作用下的本构关系,并将该设备经特殊改装测试了蒙纳尔合金在高应变率双向剪切下的力学特性,目前也尚未见这方面的公开资料。

Based on the generalized potential energy variational principal of nonlinear elasticity theory with large deflection, the incomplete generalized potential energy functional with large deflection is established on the space coupling free vibration of three-span self-anchored suspension bridge by considering the effect of axial compressive and shearing strain energy of stiffening girder.

摘 要:摘要:基于大位移非线性弹性理论的广义变分原理,考虑了加劲梁轴向压缩应变能和剪切应变能的影响,建立了三跨自锚式悬索桥空间耦合自由振动的大位移不完全广义势能泛函,通过约束变分导出了自锚式悬索桥的竖向挠曲振动、横向挠曲振动、纵向振动及扭转振动的基础微分方程,为自锚式悬索桥的固有振动性状分析提供可靠的理论依据。

This system adopts unique patent "the integral orbit weighing system",(patent number: 03277805.8) whose steel frame can be placed levelly on the crushed stones way or railroad to weigh various large calculating equipments, and can weigh the size of top dynamic loading, passing microcomputer to figure out data, and data store, statistics, net-connecting and auto printing.

采用独特专利&一体化称量轨&,(专利号:03277805.8),利用剪切应变取代正压应变,衡区采用钢制框架线路,钢制框架平放在碎石道床上,安装在铁路线上,对铁路各种货车进行动态连挂称重的大型计量设备,它能准确地检测到称重轨上动态载荷的大小,通过微机,计算出各种等数据,并可完成数据自动储存显示、统计、联网、打印等多项功能。

According to the result of test for localization and shear bands formation under the consolidated undrained plane strain compression test on soft clay in Shanghai, the calculation model and parameters for method of foundation pit enclosing are discussed in this paper and some useful conclusions are obtained.

根据上海软土在固结不排水平面应变压缩试验条件下,应变局部化和剪切带形成的实测研究结果,对基坑围护理论的计算模型和计算参数作了探讨,得到了一些有价值的结论。

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然而,正如其名字所指出的那样,CD盘不能写,也不能用任何方式改变其内容。

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