1·The different steels were strained by simple shear, uniaxial tension, Marciniak and equibiaxial stretching.
不同试样经简单剪切、单向拉伸、Marciniak 和双向拉伸进行形变。
2·The forming, growing, blocking and gathering of dislocation in IF steel during uniaxial tension are investigated using TEM testing.
利用透视电镜研究了IF钢在单向拉伸各阶段中的位错形成、 增生、阻塞和滑移的演变过程。
3·Orientation stability during uniaxial tension of face-centered cubic (FCC) metal sheets is predicted using a rate-sensitive crystal plasticity model.
采用速率敏感晶体塑性理论，预测了面心立方金属板材单轴拉伸过程中主要理想取向的稳定性。
4·Finally, the new system model is validated by a set of uniaxial tension test data of concrete, which had been performed by authors in the laboratory.
最后，通过在实验室完成的一组混凝土单轴拉伸试验验证了这个系统模型的合理性。
5·With Embedded Atom Method, the surface effects of monocrystalline nickel wire and nickel film under uniaxial tension are studied by Molecular Dynamics.
对单晶镍纳米丝、纳米薄膜零温准静态拉伸破坏过程进行了分子动力学模拟。
6·There are differences between uniaxial tension and uniaxial compression in mechanical properties, and the differences are closely dependent of annealing.
镁板的拉伸性能和压缩性能存在差异，且差异与退火处理密切相关。
7·The flow stress of ferrite/pearlite steel under uniaxial tension was simulated with finite element method (FEM) by applying commercial software MARC/MENTAT.
应用MARC/MENTAT商用有限元软件，对铁素体/珠光体钢的单向拉伸过程进行了有限元模拟。
8·Molecular dynamic simulations were used to investigate the effect of strain rate and size on the mechanical properties of nano-bi-crystal Cu under uniaxial tension.
利用分子动力学方法研究了双晶铜在单向拉伸载荷作用下弹性性能的应变率效应和尺寸效应。
9·The stochastic damage constitutional law models of concrete under uniaxial tension, uniaxial compression and biaxial tension compression combination are established.
建立了混凝土单轴受拉、轴受压与双轴拉压组合条件下的随机损伤本构关系模型。
10·An isoparametric finite element program of large elastic-plastic strain (LEPS) is used to analyse the necking of a cylindrical bar and a plate specimen under uniaxial tension.
本文用弹塑性大应变问题的等参数有限元分析程序(LEPS程序)，对平板和圆棒试件的颈缩作了较全面的分析。