说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 词典 -> 塑性势
1)  plastic potential
塑性势
1.
This paper establishes a unified plastic model for meralic materials regarded the unified yield criteria as plastic potential.
以统一屈服准则中为塑性势
2.
By giving up the three hypotheses,a generalized plastic potential theory can be obtained from solid mechanics directly,and then the traditional plastic mechanics can be changed to a more generalized plastic mechanics,namely generalized plastic mechanics(GPM).
广义塑性力学采用了塑性力学中的分量理论,能反映应力路径转折的影响,并避免了采用正交流动法则所引起的过大剪胀等不合理现象,也不会产生当前非关联流动法则中任意假定塑性势面引起的误差。
3.
By giving up these three hypotheses, a generalized plastic potential theory can be obtained from solid mec.
广义塑性力学采用了塑性力学中的分量理论 ,能反映应力路径转折的影响 ,克服了塑性应变增量方向与应力增量无关的错误 ;要求屈服面与塑性势面对应 ,而不要求相等 ,避免了采用正交流动法则引起过大剪胀等不合理现象 ,也不会产生当前非关联流动法则中任意假定塑性势面引起的误差。
2)  plastic potential surface
塑性势面
1.
According to the generalized plastic mechanics, the constitutive model is composed of three plastic potential surfaces and three corresponding yield surfaces.
基于广义塑性力学,详细讨论了屈服面和塑性势面的对应关系以及岩士材料的3类屈服面(即体积屈服面与q方向上及θσ方向上的剪切屈服面)的基本特征,尤其是提出了能考虑剪胀与剪缩的体积屈服面和Lode角θσ方向的剪切屈服面。
2.
The relation between the yield surface and the plastic potential surface based on the generalized plastic mechanics is discussed systematically, and the basic characters of the yield surface, especially of volumetric yield surface that can calculate dilatant volume strain and shear yield surface in stress Lode angel direction for the first time, are also discussed.
详细讨论了广义塑性力学中屈服面和塑性势面的对应关系以及岩土材料的三类屈服面 (即体积屈服面与 q方向上及θσ 方向上的剪切屈服面 )的基本特征 ,尤其是提出了能考虑剪胀与剪缩的体积屈服面和应力Lode角θσ 方向的剪切屈服面。
3)  Gurson-Tvergaard plastic potential
Gurson-Tvergaard塑性势
4)  flow potential
塑性势函数
5)  plastic complementary potential
塑性余位势
1.
Fundamental and mechanical study of plastic complementary potential theory in strain space;
应变空间塑性余位势理论的力学基础研究
6)  theory of plasticity potential energy
塑性势理论
1.
The ultimate bearing capacity of the soil around the Push-extend Multi-under-reamed Pile is decided, according to the failure principle of soil and the theory of sliding line, at the same time, the calculate model of the soil stress is applied, to combine the theory of plasticity potential energy wi.
根据挤扩多盘桩盘下土体的滑移破坏形式,运用滑移线理论确定的盘下土体应力计算模式,结合塑性势理论和虚功原理,确定挤扩多盘桩的土体极限承载力,修正并完善了现有的桩端承载力及桩侧阻力的计算公式,提出了全新挤扩多盘桩单桩承载力的计算公式。
补充资料:村村势势
1.犹言土头土脑。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条