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
英汉解释
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。
The material behavior of the aluminum alloy matrix is described by a fully coupled elastoplastic damage constitutive equation.
基体采用全耦合弹塑性-损伤本构方程描述，而金属强化物则视为弹脆性材料。
The single well pumping was considered in elastoplastic porous stratum in the case of nonlinear seepage coupling.
在非线性渗流耦合的条件下，研究弹塑性多孔地层中单井抽放问题。
It's used in the game and medical training and brings a shocking sense of realism, and so greatly promotes the application of elastoplastic.
这在游戏和医学培训中给人带来很震撼的逼真感，因此大大推动了弹塑体形变模拟的应用。
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。
The elastoplastic analysis of individual footing subjected to bending is performed by this kind of element model.
使用这种单元，对于柱下钢筋混凝土独立基础的抗弯受力，进行了弹塑性分析。
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
Elastoplastic deformation simulation has become rather popular in computer graphics as a research field.
弹塑体形变模拟目前已成为计算机图形学中比较热门的一个研究领域。
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。
The method of derivation of elastoplastic constitutive relation is established under general loading law in stress space and strain space.
在此基础上，在应力空间和应变空间中建立了推导一般加载规律的多维增量理论的本构关系的一种途径。
The results show that the thermo-elastoplastic behavior exerts significant influences on t. . .
结果表明，梯度材料的热弹塑性行为对梯度材料的热应力缓和性能有显著影响。
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。
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 fatigue crack growth behaviour of engineering small cracks under elastoplastic condition is studied.
本文对在弹塑性条件下工程小裂纹的疲劳扩展规律进行了分析研究。
At proceedstatic elastoplastic analysis, get some conclusion and put forward the some demand continue thorough investigative problem.
在进行静力弹塑性分析时，得出了一些结论并提出一些需要继续深入研究的问题。
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。
Aiming at the elastoplastic analysis of soil slope stability, a reproducing kernel particle method(RKPM) was put forward.
针对土质边坡的稳定性问题，提出了利用无网格法中的再生核质点法（RKPM）进行弹塑性分析的方法。
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。
Based on the experimental results, the elastoplastic constitutive model with swelling and strain softening for swelling rock is proposed .
基于试验结果，提出考虑膨胀岩膨胀及软化特性的弹塑性本构模型。
The governing equations are discredited by using Galerkin method, and the matrix for elastoplastic constitutive model is also deduced.
采用加权残值法对耦合方程组进行有限元离散，并推导相应的弹塑性矩阵。
The ideal touch model between tie and bed and the ideal elastoplastic dynamic model of soil are adopted for analysis.
分析中采用轨枕-道床全支承模式，土体采用理想弹塑性动本构模型。
The unified elastoplastic finite difference method is used to simulate the true triaxial tests on soft clay.
主要内容为运用统一弹塑性有限差分方法，对软土的真三轴试验进行了模拟分析。
The elastoplastic time history analysis method is used to calculate rare earthquake action.
采用弹塑性时程分析法进行了罕遇地震作用下的分析。
The analysis of reinforced soil is regarded as two stages: viscoelastic stage and visco-elastoplastic stage.
把加筋土体的分析看成黏弹性阶段和黏弹塑性两个阶段。
The limit bearing capacity is obtained by using the refined finite element elastoplastic analysis on the concrete in the anchor head part.
对锚头部位混凝土进行精细有限元弹塑性分析，得到其极限承载力。
Thus in this paper a two-dimension thermal elastoplastic and creep stress (TEPC) model for thin slab strand is developed.
针对这一目的，文中建立了薄板坯连铸二维热弹塑性蠕变应力（TEPC）模型。
The research analyzed the elastoplastic behavior of composite structures by using SAP 2000 computer program.
论文利用SAP2000软体分析复合式建筑结构之弹塑性行为。
MFEDB parameters optimizing according to the destined purpose by virtue of elastoplastic dynamic time history analysis.
在弹塑性动力时程分析的基础上采用多层复形法按照预定目标优化了摩擦消能支撑参数。
Meanwhile, it is easier to get the safety factor based on the deformation mutation calculated by the ideal elastoplastic model.
如果采用变形突变来确定安全系数，理想弹塑性模型的强度折减法更明显一些。
