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纯扭转的英文

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"纯扭转"怎么读用"纯扭转"造句

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  • pure torsion

例句与用法

  • Analysis of pure torsion for thin - walled composite mono - box beams with multi - cells
    单箱多室复合材料薄壁箱形梁的纯扭转分析
  • The equivalent effective stress - strain curve of pure torsion was five - six times longer than that of tension experiment
    纯扭转实验得到的等效应力应变曲线较拉伸实验延长5 - 6倍。
  • There were obvious yield point jog both when the a3 steel specimen are under monotonic tension and pure torsion , this illustrates that there are obvious physical yield procedure in these process
    A3钢试件在单一拉伸和纯扭转时都有明显的屈服平台,这说明a3钢试件在单一拉伸和纯扭转时都有明显的物理屈服过程。
  • An experimental study on concrete - filled steel tubes under bending and torsion is conducted . the experimental stress analysis shows that values of practical critical stress of the steel tube correspond well with mises yielding rule
    离心钢管混凝土管在不同弯扭加载路径作用下,其扭矩与转角的关系在各阶段特点趋势与纯扭转作用下的情况基本相似。
  • The mechanical behaviour of a3 steel specimen under monotonic tension , pure torsion , torsion - tension , tension - torsion , torsion - tension - tension , tension - torsion - tension were studied by standard cylinder specimen in this paper
    本文研究了a3钢试件在单一拉伸、纯扭转时的力学性能;在拉伸-扭转、扭转-拉伸时的力学性能;在扭转-拉伸-拉伸、拉伸-扭转-拉伸时的力学性能。
  • In this thesis , the resistance performance of concrete - filled steel tubes under simple load is summed up first . according to the resistance expressions under press and bending , a concise formula of resistance under torsion is deduced on the ground of two former formulae . the format of this formula is of good similarity with that under press and bending
    在对比了原有的两种计算方法的基础上,对离心钢管混凝土构件在纯扭转作用下的极限承载力公式,提出了与结果试验更加吻合、形式上更为简洁的抗扭承载力实用计算公式,在形式上与轴压和弯曲承载力公式统一起来。
  • When we draw the stress - strain relation of monotonic tension and pure torsion at the same co - ordinate namely equivalent effective stress and equivalent effective strain co - ordinate , it is obviously that the equivalent effective stress - strain curve of monotonic tension and pure torsion are basicly superposition while the equivalent effective strain is smaller . but equivalent effective stress level of monotonic tension was higher a little than that of pure torsion
    把a3钢试件单一拉伸和纯扭转时应力应变关系绘于同一个坐标中即等效应力和等效应变坐标中,可以看出当等效应变较小时拉伸实验得到的等效应力应变曲线与纯扭转实验得到的等效应力应变曲线基本重合。但单一拉伸较纯扭转得到的等效应力要略高一些。
用"纯扭转"造句  
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