有限应变

ANSYS中的有限应变梁单元和子结构技术在板梁组合结构分析中的应用

Application of 3-D linear finite strain beam and substructure in ANSYS for the analysis of the shell-beam assembled structure

为了能对任意构造带中的岩石进行有限应变测量，作者还提出了一种普适的改进Robin法。

For further popularizing , a universal improved Robin method is put forward so as to give finite strain measurement in the rock of any tectonic zone .

从有限应变理论假设出发，在Kelvin模型的基础上推导出填埋场室内应力压缩模型。

Based on the hypothesis of finite strain theory and Kelvin model , a laboratory stress compression model for simulation of landfill secondary settlement was deduced .

采用Voigt规则建立了欧拉描述的有限应变固结控制方程的矩阵表述形式。

Using Voigt rule , the matrix formulation of governing equations of finite strain consolidation with Eulerian description is proposed in this paper .

同时将Truesdell率型本构关系引入到欧拉描述的有限应变固结理论中，阐明了Truesdell率与常用的Jaumann率之间的关系。

With the introduction of Truesdell derivative into the constitutive equation of finite strain consolidation theory with Eulerian description , comparison is made between Truesdell derivative and Jaumann derivative .

最近的研究表明，对同一韧性剪切带，应变速率法和有限应变测量法所得构造形成时限均以104a为数量级，并且均随着糜棱岩化程度的增加而逐渐减小；

The recent work indicated that the durations achieved by strain rate method and finite strain measurement method were both of the order of 10 ~ 4 years , and they decreased gradually with the mylonitization in the same ductile shear zone .

利用惯量椭圆进行岩石有限应变分析

Finite Strain Measurement of Rocks by Using of Inertia Moment Ellipses

欧拉描述的有限应变固结控制方程之矩阵表述

Matrix Formulation of Eulerian Governing Equations of Finite Strain Consolidation Theory

数学解析法在岩石三维有限应变测量中的应用

Three-dimensional finite strain measurement of rocks using mathematics analytic method

有限应变椭球体拟合软件的开发及应用

Development and Application of Fitting Software for Finity Stress-Strain Ellipsoid

有限应变下蠕变-弹塑性-损伤耦合本构模型的数值模拟

Numerical simulation of coupled creep elastoplastic damage constitutive model at large strain

反射率椭球体有限应变分析结果为压扁型应变。

The finite-strain analysis of the reflectance ellipsoid shows a flattened strain .

岩石有限应变测量的莫尔圆图解网法

Mohr ellipse diagram net methods of finite strain measurement

叠加变形有限应变分解及其应用探讨

A preliminary approach to finite strain factorization of superposed deformation and its significance

横向有限应变对张力腿平台空间涡激振动响应的影响

Influence of Transverse Finite Strains on Spatial Vortex Induced Vibration of Tension Leg Platform

浙西南八都群的应变特征及有限应变分析

Strain features and finite strain analysis of badu group in the southwest Zhejiang province

岩石有限应变与造山带构造块体变形要素的估算

Rock finite strain and estimation of deformed components of structural blocks in an orogenic belt

北京西山北岭向斜的有限应变分析及其意义

The finite strain analysis and its significance in the Beiling syncline , xishan , beijing

我们不去关心有限应变弹性学的一般理论的导出。

We will not be concerned with the development of a general theory of finite elasticity .

针对杆系结构的大应变问题，从有限应变理论出发进行分析，提出了对该问题的有效处理方法，并且用实例进行了验证。

For the large-strain problem , the paper proposed an effective approach from the finite-strain theory .

软黏土层一维有限应变固结的超静孔压消散研究

Research on dissipation of excess pore water pressure in one-dimensional finite strain consolidation of soft clays

羌塘盆地岩石有限应变及地壳缩短分析

Analysis of the Finite Strain of Rocks and Shortening of the Crust in the Qiangtang Basin

赣西北中元古界双桥山群岩石有限应变分析

The Limited Strain Analysis of Shuang qiao Mountain Group Rocks of the Middle Proterozoic Erathem In Northwest Jiangxi

横向有限应变对部分浸入水中平面运动柔性梁的非线性振动响应的影响

Non-linear coupled vibration of a plannar motion flexible beam immerged partially into water by considering transverse finite strain

纵弯叠加褶皱地区岩石有限应变特征&以川东北地区典型叠加褶皱为例

The Features of Finite Strain of Rocks in the Superimposition Fold Area Under Buckling in Northeast Sichuan Province

本文介绍一种透用于构造模型有限应变测定的网格法。

A new grid method for determining finite strain in geological structure models in introduced in this paper .

辽东半岛南部韧性推覆剪切带拉伸砾石、拉伸鲕粒的有限应变分析

The finite strain analysis of the stretching gravel and ooide of ductile nappe shear zone in southern Liaoning

涟源煤田无烟煤镜质组反射率的异性组构与有限应变分析

The analyses of anisotropic fabric and finite strain for vitrinite reflectance of anthracite in Lianyuan coal field , Hunan

通过不同的精化网格，分析有限应变条件下单元尺寸对非局部的敏感性。

Mesh-sensitivity analyses of nonlocalization at large strain along with the refinement of corresponding element size are also discussed .

用有限应变测量恢复地层初始厚度的一种近似计算方法

An approximate calculation method for the restoration of the initial thickness of the strata by use of finite strain measurements