1) Compatibility of warping deformations
翘曲位移协调
2) warping displacement
翘曲位移
1.
Non-dimension normal stress, shear stress acting in the faceplate and shear stress acting in the honeycomb-core and warping displacement were deduced.
用待定函数法建立等截面蜂窝夹芯盒式矩形截面直杆约束扭转微分方程并求得其通解· 求得无量纲化的面板正应力、剪应力,芯材剪应力和横截面的翘曲位移· 数值结果表明,面板正应力沿轴向衰减很快· 距固定端20h远处横截面的面板正应力仅为固定端处的百分之一·
2.
The high order theory is an extention to the model of the warping displacement deployed by the first order theory.
利用翘曲连续修正概念导出表示剖面翘曲位移的形函数序列，据此建立单闭室复合材料薄壁梁扭转分析的高次翘曲理论，并结合分层的具体情况，考察分层对复合材料薄壁梁扭转翘曲的影响。
3) warping displacement function
翘曲位移函数
1.
Based on the basic principle of longitudinal warping displacement function setting, this proposed approach selects a series of warping displacement functions that meet basic warping mode of the box girder.
根据箱形结构纵向翘曲位移函数设置的基本原理,选择一系列符合箱梁基本翘曲模式的翘曲位移函数,然后以最小势能原理为基础,综合考虑剪力滞后效应、剪切变形和转动惯量的影响,推导出相应翘曲位移函数箱形截面梁的振动控制微分方程和边界条件,据此得出箱形结构的固有频率方程。
2.
In the paper , the influences on the axial stress distribution due to variation of the width of the flanges and their distances to the neutral axis are considered to form a warping displacement function for box girder.
在分析箱梁剪力滞效应时 ,用多个不同的纵向位移剪力滞差值函数自动计入翼板宽度及其至截面形心距离的影响 ,并且考虑轴力平衡条件 ,构造薄壁箱梁 (可蜕变为开口截面梁 )的翘曲位移函数 ,导出了控制微分方程、边界条件及相应的一维有限元列式。
4) displacement coordination
位移协调
1.
Based on the vertical deformation model[l] and the radial deformation model[2], the control differential equations of pile and pile-surrounding soil are established by the elastic theory and the pile-soil displacement coordination condition.
基于文献[1]推荐的竖向变形模式及文献[2]推荐的径向变形模式,利用弹性理论及桩-土位移协调条件建立了桩及桩周土的控制微分方程,并由此推导出了路堤荷载作用下复合地基加固区桩及桩周土压缩量计算的解析式,同时得出了桩、桩周土中竖向应力及桩侧剪应力计算的解析式。
2.
In this paper, based on the vertical deformation model[1] and the radial deformation model[2], the control differential equations of pile and pile-surrounding soil are established by the elastic theory and the pile-soil displacement coordination condition.
在采用文[1]推荐的竖向变形模式及文[2]推荐的径向变形模式的基础上,利用弹性理论及桩-土位移协调条件建立了桩及桩周土的控制微分方程,并由此推导出了柔性基础下群桩复合地基加固区内桩及桩周土压缩量计算的解析式,同时得出了桩、桩周土中竖向应力及桩侧剪应力计算的解析式。
3.
Aiming at this issue,the article deduces the relative single pile theoretical calculation formula by introducing the basic assumption of the pile shaft resistance to be linearly distributed at each pile section of pile shaft and based on the condition of pile and soil interface displacement coordination,which provides the theoretical reference for the construction of pile foundation.
该文针对该问题,引入桩侧各桩段的侧摩阻力为线性分布的基本假定,根据桩土界面位移协调条件,推导了相应的单桩理论计算公式,为桩基计算提供理论参考。
5) displacement compatibility
位移协调
1.
Design method for buried circular tube with consideration of displacement compatibility;
考虑位移协调的上埋式圆管涵设计方法
2.
Based on the analysis of mechanical behaviors of open and buried circular pipes,internal force calculation method was(proposed) with consideration of displacement compatibility between the pipe and the soil around the pipe.
通过对开挖式和上埋式圆管涵的不同受力特点进行分析,认为可以根据涵管与其周边土体的位移协调计算上埋式钢筋混凝土圆管涵的内力,但计算中应对管周土压力大小进行修正。
3.
Displacement compatibility method in consideration of pile compressibility is used to analyze the mutual influence between piles a.
提出了一种分析筏－桩－土共同作用工作性状的实用计算方法—位移协调法［１］。
6) incompatible displacement
不协调位移
1.
On the interface between the two different material there is incompatible displacement and finite element method has some difficulty in solving such a problem.
概述了钢筋混凝土结构有限元模型 ,针对有限元法模拟钢筋和混凝土两种介质交界面上不协调位移的不足之处 ,引入界面应力元法 ,分析了钢筋混凝土结构中界面问题的特点 ,提出了用界面应力元法模拟钢筋混凝土结构的建议 ,并对界面元法的实施方法作了阐
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