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elastoplastic

美 [ɪ'læstəplæstɪk]英 [ɪ'læstəplæstɪk]

adj.弹塑性；有弹性和塑性的物料；在弹性极限与破坏强度之间的
网络弹塑性的；弹性塑料

elastoplastic

英-汉网络释义

elastoplastic

弹塑性的

E ... elasticity 弹性 elastoplastic 弹塑性的 Elbe brilliant cut 艾尔伯明亮琢型：靠深切的刻面腰棱达到极高的亮度 ...

弹性塑料

高分子材料与工程专业英语词汇 - 豆丁网 ... polysulfide rubber 聚氯丁烯，氯丁橡胶 elastoplastic 弹性塑料 butadiene 丁二烯 ...

例句：

The basic concept of reinforced concrete structure design and elastoplastic theory as well as finite element method should be required .

要求学生已掌握钢筋混凝土设计一般原理，弹塑性力学知识及有限元分析方法。

Furthermore, a elastoplastic stiffness matrix considering the length of the plastic regions of a columns ends is given.

并进而推导出考虑柱端塑性区区段长度影响的柱单元弹塑性刚度矩阵。

In the case of an elastoplastic structure , it is not pertinent to speak for a design stress .

对一个弹塑性结构物来说，使用设计应力这个词就不恰当。

The elastoplastic finite element analysis, strength reduction method and ANSYS software are used for the calculation.

采用弹塑性有限元和强度折减法以及 ANSYS 软件进行了计算；

Currently the available elastoplastic deformation simulation is divided into physics and non-physics-based simulation in two ways .

而当前现有的弹塑体形变模拟主要分为基于物理的和非物理的模拟两种方式。

After accomplishment of design , an elastoplastic static analysis of structure may be conducted to fully examine the performance .

结构设计完成后，可进行结构的弹塑性静力分析，全面复核结构性能。

Elastoplastic phase(III) is the main phase , in which AE accumulative counts increase more, about 35. 35% of its total counts.

弹塑性阶段是累计振铃数增长的主要阶段，累计振铃数达到 AE 累计振铃总数的 35.35%；

elastoplastic model is adaptive to all kinds of rock rheological characteristics , while Burgers model is only suitable to rather soft rock .

通过对伯格斯体与西原体的对比分析，认为西原模型能模拟各种岩石流变特征，而伯格斯体仅适合用于较软岩。

It explores the means and methods of the composite structure for nonlinear dynamic elastoplastic analysis .

探讨复杂结构非线性动力弹塑性分析的手段和方法。

With the new three-dimensional FEM model, some research is done on the ERD wellbore stability under elastic and elastoplastic conditions .

利用所建模型对弹性和弹塑性条件下的大位移井井壁围岩稳定性进行了研究。

In the elastoplastic model , the supporting effect of the cable and anchor string are simulated by equivalent anchoring method.

在弹塑性模型中，采用锚固等效法来模拟锚杆及锚索的支护效果。

Discussion on "Elastoplastic constitutive model of unsaturated expansive soils "

关于 “非饱和膨胀土的弹塑性本构模型研究 ”的讨论

The result shows that, with the nonlocal elastoplastic model , higher computation efficiency and more rational results can be obtained.

模拟结果表明：非局部弹塑性模型较经典弹塑性模型计算效率史高，计算结果更合理。

Closure on "Elastoplastic constitutive model of unsaturated expansive soils "

对 “非饱和膨胀土的弹塑性本构模型研究 ”讨论的答复

The buckling performance of prestressed cable arc structures are studied by elastoplastic method.

研究了预应力索拱结构平面外和平面内的稳定性能。

The elastoplastic analysis is finished with ABAQUS, the upside spatial steel truss and the node analysis is computed with ANSYS .

弹塑性分析方面采用 ABAQUS 进行计算，对上部的空间钢桁架及其节点进行了 ANSYS 分析。

The elastoplastic problem for circular pressured tunnel with lining is investigated .

研究含衬砌圆形压力隧洞的弹塑性问题。

The evolution of some geological structures associated with faults has been modelled by elastoplastic finite element analysis.

利用粘弹塑有限元方法模拟了与断层相关构造的动力学演化机制。

The finite deformation elastoplastic FEM theory is discussed and the finite element formula is given.

阐述了有限变形弹塑性有限元基本原理并给出有限元列式。

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