1) generalized plasticity
广义塑性
1.
A brief analysis on traditional plasticity position s theory and generalized plasticity position s theory;
浅析传统塑性位势理论与广义塑性位势理论
2.
An analysis on generalized plasticity of soil under cyclic loading;
往复荷载作用下土体的广义塑性分析
2) generalized viscoplasticity
广义粘塑性
1.
In this paper,stability of soil foundation is simulated by means of analytical limit analysis in which generalized viscoplasticity is introduced by augmented Lagrangian technique.
通过增广拉格朗日法将广义粘塑性引入极限分析，对土质地基的稳定性进行模拟。
3) generalized plasticity theory
广义塑性理论
1.
The yield criterion for powder metallurgy materials is a basis of generalized plasticity theory for these materials,and its mathematical expression has important effect on the estallishment of generalized plasticity theory.
粉末冶金材料屈服条件是粉末冶金材料广义塑性理论的基础 ,其数学表达式对粉末冶金材料广义塑性理论方法的建立有重要影响。
2.
Assuming that the failure surface to be an inclined plane through the slope toe,and based on the classical plasticity theory and the generalized plasticity theory respectively,the computation formulas of the reinforced slope’s critical height are deduced.
假定破裂面为一过坡脚的斜平面,分别以传统塑性理论和广义塑性理论为基础,导出了加筋土坡临界高度的计算公式。
3.
Then the upper bound method based on the generalized plasticity theory is used to Yang junjie\'s method about calculating the internal works on the slip plane.
在总结了基于传统塑性理论上限法内力功的计算方法的基础上,将基于广义塑性理论的上限法应用到杨俊杰的内力功计算方法中。
4) generalized gradient-dependent plasticity
广义塑性梯度
1.
Considering the Laplace operator of plastic strains in the double yield functionst,he control equations of the generalized gradient-dependent plasticity model are established to describe both the strain localization characteristics and the basic mechanical characteristics of geomaterials.
广义塑性梯度模型在双屈服函数中分别考虑塑性剪切应变和塑性体积应变的拉普拉斯项,用虚功方程和屈服函数的一致性条件建立控制微分方程。
5) generalized plastic mechanics
广义塑性力学
1.
New development of geotechnical plastic mechanics-generalized plastic mechanics;
岩土塑性力学的新进展——广义塑性力学
2.
A model of dilative soils based on generalized plastic mechanics;
一种基于广义塑性力学的硬化剪胀土模型
3.
Theory of yield surface and stress strain relation in generalized plastic mechanics;
广义塑性力学中的屈服面与应力-应变关系
6) generalized plasticity model
广义塑性模型
1.
The bounding surface model and the generalized plasticity model are used to predict this behaviour.
对此给出了试验结果,并尝试用边界面及广义塑性模型来预测黄土的软化及液化现象。
补充资料：Соболев广义导数
Соболев广义导数
Sobolev generalized derivative
【补注】在西方文献中，O众泪玲B广义导数称为弱导数(，祀ak deri珑币ve)或分布导数(dis川h川0刊目山幻W币记).。6o二。广义导数【S诵川eVg留司加团山滋.d视;Co-60二皿0606川e一。朋”Po“3即及”a“」 局部可积函数的局部可积‘广义导数(见广义函数(罗ne阁讼沮丘mctlon)). 确切地说，假设Q是n维空间R”的开集，F和.厂都是Q上局部可积函数，那么f是F在Q上羊于x，的。分叨e”广冬停导攀记为 斋(·，一f‘·，，·〔“，，一’，‘’，”，是指对O上所有具紧支集的无限次可微函数价，等式 fF(二)李竺d二=一ff(二、耐，、d二 J OX，夕- 日-一]O成立.C改沁朋B广义导数在O上仅对几乎处处的戈有定义. 一个等价的定义如下.假设Q上局部可积函数F能在某个陀维零测度集上改变它的值成为这样一个函数，使后者对几乎所有(依”一1维测度)的点(x，，·，x，一;，毛十，，“‘，x。)关于x，是一元局部绝对连续的于是F对几乎所有的x〔。，存在关于xj的通常偏导数.如果后者局部可积，则称它为O石如cB广义导数. 第三种等价的定义是:给定两个函数F与f，若在。上存在连续可微函数列遥凡}，使对其闭包含于Q的任意区域田都有 J!r*(x)一F(x)‘dx一0， rl刁F‘(x飞_、} )}二成一一了“’}“x一“，“一的，则f就是F在Q上的O力期eB广义导数. F在Q上的高阶广义导数(若存在) a 2 F a3F 口x。ax，’ax.口x，刁x。’可由归纳法定义.它们与微分的次序无关;例如在Q上几乎处处有 J ZF_刁ZF 日x.刁x，日x，己x，’
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