本构模型,constitutive model
1)constitutive model本构模型
1.Nonlinear constitutive model research on concrete considering temperature effect;考虑温度影响的混凝土非线性本构模型
2.Rheological stress constitutive model of medium carbon constructional quality steels under thermal tension;中碳钢热拉伸流变应力本构模型
3.Program implementation of 3-D expanded constitutive model of Cosserat medium for laminated salt rock;层状盐岩体三维Cosserat介质扩展本构模型的程序实现
英文短句/例句

1.A Rheological Damage Constitutive Model Baesd on Burgers Model基于Burgers模型的流变损伤本构模型
2.Constitutive Model of Calcareous Sand Structure Interface钙质砂与结构接触面的本构模型研究
3.Viscoelastic Constitutive Model of In-Mould Decoration Films模内镶件注塑膜片的粘弹性本构模型
4.Numerical simulation of SHPB tests for concrete by using HJC model用HJC本构模型模拟混凝土SHPB实验
5.CT Testing Analysis and Constitutive Model Study of Unsaturated Slates;非饱和板岩细观试验与本构模型研究
6.Research on Materail Constitution Models of TA15 and TC11 Titanium Alloys in Hot Deformation Processes;TA15、TC11钛合金热变形材料本构模型研究
7.Analysis-oriented and Constitutive Modeling of FRP-confined Concrete;FRP约束混凝土的分析与本构模型
8.Research on Constitutive Models and Instability Rules of Gas-saturated Coal含瓦斯煤岩本构模型与失稳规律研究
9.Constitutive Modulus of Ti Based Composites in Hot Deformation一种钛基复合材料的热变形本构模型
10.Failure characteristics and constitutive model of rock under unloading condition岩石卸荷破坏的变形特征及本构模型
11.Constitutive model for coarse granular aggregates incorporating particle breakage考虑颗粒破碎影响的粗粒土本构模型
12.STUDY ON THE CONSTITUTIVE MODEL OF PERIODONTAL LIGAMENT BASED ON FINITE ELEMENT METHOD基于有限元法的牙周膜本构模型研究
13.A micro-mechanical model of non-thermo-elastic martensitic transformation非热弹性马氏体相变的细观本构模型
14.Black Scholes Model Oriented Capital Structure Models;基于Black-Scholes模型的公司资本结构模型
15.On Designing of Modular Organizational Structure:Basic Principles and Model Building组织结构模块化设计:基本原理与模型构建
16.Analyses on the Models of Capital Cost and Capital Structure;资本成本与资本结构的线性规划模型分析
17.An Approach to Fuzzy Ontology Framing Based on Fuzzy Conceptual Model基于模糊概念模型的模糊本体构建方法
18.A Study of the Neural Network Model for Constitutive Relations for Granular Soils;粗粒土本构关系的神经网络模型研究
相关短句/例句

constitutive models本构模型
1.The 3D images of geotechnical constitutive models in the stress space;应力空间岩土本构模型的三维图像
2.Study of elastoplastic neural network constitutive models for sand under different stress paths;不同应力路径下砂土的神经网络弹塑性本构模型研究
3.Advances on the research of dynamic constitutive models of saturated soils;饱和土体动力本构模型研究进展
3)constitutive equation本构模型
1.The constitutive data for the new model is fitted and the simple shearing experiment is utilized to prove the feasibility of the constitutive equation produced in this paper.针对橡胶类材料大应变时硬化现象,采用国家GB528标准,在室温下通过单轴拉伸本构实验,建立了基于主伸长的连续介质力学的新本构模型,并确定应变能密度函数中的本构参数,再利用简单剪切实验进行参数验证,表明新本构关系的可行性与有效性。
2.Furthermore a constitutive equation using updated Fields and Backofen equation is established.1s-1下对耐热铝合金(FVS0812)板进行温拉伸实验,研究耐热铝合金板温拉伸性能,以及该合金在升温条件下流变应力与变形温度、应变速率之间的关系,并使用改进了的Fields and Backofen方程建立FVS0812合金在温拉伸时应力-应变本构模型
3.The main considerations include the following cases: firstly,the microforming-technics system and the test results in the micro-punching,micro-extrusion,micro-deep-drawing and superplastical microforming,secondly,the phenomena and the mechanism of micro-size effect in the microforming,and thirdly,a review on the developed or developing micro-size constitutive equation .综述了近年来微成形 (微尺度金属零件和微结构金属零件成形 )技术的发展概况 ,包括微成形工艺系统、成形中的微尺度效应、微尺度冲裁、挤压、拉深、超塑成形等工艺的试验和研究结果 ,以及已经提出和发展的考虑微尺度效应的各种力学本构模型 ,并简要介绍了微成形相关的工艺装备系统的发展现状 ,分析了微成形技术的发展趋势和经济潜力。
4)constitutive relationship本构模型
1.Study on high-temperature constitutive relationship of Ti-46.5Al-2.5V-1.0Cr-0.3Ni alloyTi-46.5Al-2.5V-1.0Cr-0.3Ni合金高温锻造本构模型研究
2.A constitutive relationship has been applied to study the behavior of str uctures and composites of the shape-memory alloy(SMA).建立1种本构模型,用于研究形状记忆合金(SMA)结构和复合材料的力学响应。
3.Based on unloading tests of high slopes of permanent ship locks in Three Gorges Project and assuming the unloading stress-strain curves of rock mass is hyperbola nonlinear elastic curve,hyperbola nonlinear elastic unloading constitutive relationship is educed,which overcomes the shortcoming that ordinary elastic-plastic model assumes.基于三峡永久船闸高边坡岩体开挖卸荷物理模拟试验结果,假定岩体卸荷应力~应变曲线为双曲线型非线性弹性曲线,据此提出了岩质边坡开挖卸荷双曲线型非线性弹性本构模型,克服了常规弹塑性本构模型假定岩体卸荷阶段应力应变关系为线弹性的缺陷。
5)constitutive relation本构模型
1.Due to the pore water s mechanical and chemical-physical effects, the soft rock in dam foundations is softened and its stress relationships become more complex than described by the normal linear elastic constitutive relation.水的力学作用和化学物理作用的交错影响,使得坝基软岩软化和受力更为复杂,也使一般固体线弹性本构模型不再适用。
2.Firstly the displacements both from field measurements and from finite element method are analyzed to demonstrate that the disturbed zones should be considered in the displacement back analysis of the ship lock slopes of the Three Gorges Project and that elasticity is the feasible constitutive relation.首先分析了三峡工程船闸边坡有限元计算和现场监测的位移成果 ,说明岩石边坡位移反分析必须考虑岩体的松动因素 ,本构模型可以使用弹性模型 ;其次介绍了松动区的有关物理力学性质 ,以及在计算模型中的考虑方法 ;最后以基于BP网络和遗传算法的位移反分析模型反演了永久船闸边坡岩体及其松动区的弹性模
6)Kumar constitutive equationKumar本构模型
延伸阅读

同步变构模型分子式:CAS号:性质:多数受体是亚基的多聚结构,同步变构模型认为当药物与受体相互作用时,其中的亚基是同步变构。同步变构适用于同种亚基或等效亚基,主要是正合作效应。