1) deformation under stress
应力形变
2) stress deformation
应力变形
1.
Analysis of stress deformation and slope stability for fitting-slope CFRD;
贴坡型混凝土面板堆石坝应力变形及坝坡稳定分析
2.
The reasons why plastics parts produced stress deformation were analyzed.
对注塑件产生应力变形的原因进行分析,指出了注塑件应力变形的内在因素主要是不同注塑件原料对注塑工艺参数的敏感度不同所致;外在因素是模具结构设计对注塑件应力变形的影响;从模具设计方法和注塑工艺上给出了解决注塑件应力变形的几个有效对策,并通过实际例子证明这几个对策是简单有效的。
3.
The developing results of optimizing structures of diamond segments and blades abroad and home are summarized, and features, advantages and disadvantages of various blade structures to decrease side wears and stress deformations or improve cooling performance are analyzed.
综合介绍了国内外优化金刚石圆锯片基体及锯齿结构的有关成果 ,分析了各种防侧面磨损、防应力变形、改善冷却性能的锯片基体及锯齿结构的特点、生产价值及存在问
3) deformation stress
变形应力
1.
The formula of eliminating facial contacted wire rope deformation stress is put forward.
面接触钢丝绳的生产有拉拔法、轧制法、锻打法 3种 ,阐述其适用范围及各自的特点 ,提出消除面接触钢丝绳“变形应力”的公式 ,指出在油井上使用的柔性抽油杆用面接触钢丝绳和面接触录井钢绞线 ,用连续锻打法生产较为有利。
2.
According to the control of cracks in large concrete,this paper discusses the characteristics of reinforced concrete under deformation stress.
文章针对大体积砼产生裂缝的控制,论述了钢筋砼承受变形应力的特点。
5) stress and deformation
应力变形
1.
On the stress and deformation of cut-off wall in the deep overburden;
深厚覆盖层上混凝土防渗墙的应力变形特性
2.
Verification of numerical simulation results of stress and deformation of core-wall dams;
心墙坝应力变形数值模拟结果验证
3.
Effective stress method of stress and deformation for soil-rock fill dam after water impounding;
蓄水后土石坝应力变形有效应力算法
6) stress-deformation
应力变形
1.
Non-linear finite element analysis for stress-deformation of Jishixia CFRD;
积石峡面板堆石坝应力变形非线性有限元分析
2.
Influence of weak rock on stress-deformation of auxiliary dam 1~# of Xilongchi upper reservoir;
软弱岩体对西龙池上库1~#副坝应力变形的影响分析
3.
Taking one built project for example,the article established a finite element model for overflow rockfill dam in construction period based on the nonlinear Dengken E-B constitutive model and discussed the distribution of stress-deformation and charge regularities of the overflow rockfill dam.
以某已建工程为例,基于非线性邓肯E-B本构模型,建立了施工期坝面过水面板堆石坝的有限元模型,探讨了施工期坝面过水面板堆石坝的应力变形的分布与变化规律。
补充资料：应力形变
分子式：
CAS号：
性质：材料由于受到应力作用而产生的形变。在典型的情况下有拉伸形变，压缩形变，剪切形变等，而在通常情况下往往是它们多种的复合。
CAS号：
性质：材料由于受到应力作用而产生的形变。在典型的情况下有拉伸形变，压缩形变，剪切形变等，而在通常情况下往往是它们多种的复合。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条