英语释义

1. a substance having both elastic and plastic properties a rubberlike plastic

2. relating to the state of stress between the elastic limit of a material and its breaking strength in which the material exhibits both elastic and plastic properties

片语

elastoplastic bodies弹性塑性体

elastoplastic simulation弹塑性模拟

elastoplastic stability弹塑性稳定

thermo elastoplastic热弹塑性

elastoplastic rock弹塑性巖石

elastoplastic fluid弹塑性流体

elastoplastic fracture弹塑性断裂

elastoplastic damage弹塑性损伤

英汉例句

• Some experiments show that the 「imposed rotation method」 derived from quadratic programming is a useful method in elastoplastic analysis of reinforced concrete continuous beams.

  试验验证表明，用二次规划求解的强迫转角法是进行钢筋混凝土连续梁弹塑性分析的有效方法。

• Analytical results of elastoplastic time history analysis correlated very well with the experimental results of the shaking table test, proving the validity of the proposed model.

  利用所提分析模型对振动台试验模型进行了弹塑性时程分析，计算结果与试验结果吻合良好，验证了分析模型的正确性。

• Simultaneously, the fracture toughness was analysed, and calculated by means of J-integrals adopting the theory of elastoplastic fracture.

  并用弹塑性断裂理论的J积分，计算和分析了非线性时砌石体的断裂韧度。

• The modify Cam-Clay model is a elastoplastic model, it can reflect the deformation character of normal consolidation and low overconsilidation clay.

  修正剑桥模型是一种弹塑性模型，在许多情况下可以较好地反映正常固结和弱超固结粘土的变形特性。

• This work expands the application range of ABAQUS in elastoplastic finite element analysis, and set an example for developing other functions of ABAQUS and finite element software.

  论文所完成的工作扩大了ABAQUS在弹塑性有限元分析中的应用范围，并为ABAQUS其他功能的开发以及有限元程序的开发提供了借鑒。

• The double nonlinearity including both surface nonlinearity and constitutive nonlinearity will appear in elastoplastic contact problem with friction.

  弹塑性接触问题属于一种表面非线性和材料非线性耦合的双非线性问题。

• Based on the plastic flow theory of soils, an elastoplastic constitutive model for describing the stress-strain behavior of the saturated sands under the action of monotonic loading is developed.

  利用土体的塑性流动理论，提出了用于描述饱和砂土在单调荷载作用下的应力—应变反应性质的弹塑性本构模型。

• According to section stiffness matrix and available displacement mode, element stiffness matrix of elastoplastic stage was derived in this paper.

  可基于截面刚度矩阵以及现有的位移模式推导出弹塑性阶段的单元刚度矩阵。

• The calculation of the initial stress (or initial strain) singular integrals in elastoplastic boundary element method is a difficult, but an important problem.

  弹塑性边界元法中初应力(或初应变)奇异体积分的计算一直是一个较为困难、但又是非常重要的问题。

• The three dimensions FEM is used to investigate the displacement and forces of staggered truss with different foundation in elastoplastic ground under horizontal and vertical loads.

  利用三维有限元计算弹塑性地基中不同基础在水平力与竖向力作用下交错桁架体系的变形与内力。

• Based on the plastic flow theory of soils, an elastoplastic constitutive model for describing the dynamic behavior of the saturated sands is developed.

  利用土体的塑性流动理论，提出了用于描述饱和砂土动力反应性质的弹塑性本构模型。

• The models in common use with elastoplastic analysis of rock mass, conception of critical state and the cap models that reflect strain hardening (or softening) of rocks are discussed.

  介绍了巖体弹塑性分析常用的模型、临界状态的概念以及反映巖石塑性应变硬化(及软化)的帽式模型。

• The method may be applied to structures composed of strength hardening and strength softening with the ideal elastoplastic state as their special case.

  结构的本构关系可以考虑强度的强化作用和变形超过极限状态后的强度下降，而把理想弹塑性假定做为一种特殊情况来处理。

• The medium vibration during solving process is a noise rather than a more real simulation to medium mechanical behavior and could cause calculation error for elastoplastic medium.

  求解过程中的介质振动，是一种噪音，可引起弹塑性介质计算结果误差，而弹性介质的计算结果几乎不受影响。

• A practical procedure of elastoplastic time history analysis safety check during the second stage of the aseismic design for steel structure is also suggested.

  在此基础上，提出了高层建筑钢结构抗震设计第二阶段安全检验的弹塑性时程分析实用方法建议。

• The stress distribution of continuous and recessed bonding single-lap joints is discussed with use of elastoplastic finite element method (FEM) and experiment, considering the effect of fillet.

  运用弹塑性有限元法结合实验研究了连续和间隙连接的单搭接接头应力分布规律，并考虑了胶瘤的影响。

• In this paper, the interlaminar stress distributions of symmetric composite laminates with a hole are predicted by the three-dimensional elastoplastic finite element method.

  本文用三维弹塑性有限元法计算了含圆孔对称复合材料层板的层间应力分布。

• It presents a new pore pressure formula and proposes an expression of pore pressure coefficient for non-linear elastoplastic models.

  提出了一个新的孔压公式；给出了非线性弹性模型和弹塑性模型的孔压系数的表达式。

• Meanwhile, with other engineering concrete examples, the applicability of contact elastoplastic finite element algorithm used to analyze the debris landslide stability was studied.

  同时，结合其他工程实例，对弹塑性接触有限元算法在碎石土滑坡稳定性分析中的适用性进行研究。

• The impacts on the security of Xifeihe River left embankment under coal mining are evaluated with elastoplastic model, two-exponent rheological model and probability integral method.

  然后利用数值模拟软件中的弹塑性模型和流变模型及概率积分法开展煤层开采对西淝河左大堤安全的影响评价。

• We regarding resistancial intensity of lopsided abrasion vitta as destruction question, applying elastoplastic finite element method to analyzed the lopsided abrasion vitta′s resistancial intensity.

  文中将偏磨油管的破裂强度问题看作失稳问题，应用弹塑性有限元方法分析了偏磨油管的破裂强度。

• In view of the anisotropic damage characteristics of concrete under multiaxial stress state, an anisotropic elastoplastic damage model is presented.

  针对混凝土多轴应力状态下各向异性损伤的特点，建立了各向异性弹塑性损伤模型。

• The second shear strain gradient and the function reflecting the effect of strain rate are introduced into the yield function of classical elastoplastic theory.

  在经典弹-塑性理论的屈服函数中引入应变梯度及考虑应变率效应的函数。

• Introducing the method of optimizing back analysis using displacement and summarizing the elastoplastic model.

  对位移反分析方法作了介绍，并对各种弹塑性模型进行了总结。

• But these researches all established on the stage of elasticity analysis, the same characteristic period of response spectrum was used for the stage of elastoplastic analysis.

  但这些研究多建立在弹性阶段分析的基础之上，对于弹塑性阶段的选波采用了与弹性阶段相同的特征周期。

• The elastic response of structure under frequent seismic actions and the elastoplastic response under infrequent seismic actions are calculated by the method of time-history.

  采用时程分析法分析了该组合结构在多遇地震作用下的弹性地震响应和在罕遇地震作用下的弹塑性位移响应。