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1)  equivalent additional stress method
等效附加应力法
2)  equivalent additional stress
等效附加应力
3)  equivalent affixation force
等效附加力
1.
A method of combining the theory of elastic slab(TES) with the equivalent affixation force(EAF) is put forward for analysing the safety of the reinforced soil in this paper, it is also a reference to the design of the reinforced soil.
将加筋土等效为弹性薄板 ,将筋材作用等效为附加力 ,提出了等效附加力与弹性薄板理论相结合对加筋土结构进行安全性预测与设计计算的方
4)  friction equivalent additional stress
摩擦等效附加应力
1.
The concept of friction equivalent additional stress is introduced to simulate the interfaial action between soil and veinforcement.
本文将加筋复合土体视为一种近视的横观各向同性体,引入摩擦等效附加应力的概念来模拟土与加筋体之间复杂的界面作用,充分考虑复合土体的各向异性以及土工合成材料的受力变形特点,得到一个加筋复合土体的本构关系,在不同的受力和变形条件下应采用不同的计算公式,本模型可用于加筋结构的研究分析之中。
5)  attached stress method
附加应力法
1.
The attached stress method is established with the new fretting fatigue parameters introduced in order to determine the fretti ng fatingue life of material.
这种方法称为附加应力法。
6)  additional stress method
应力附加法
1.
An indoor experiment is conducted for rectifying a reduced-scale model of leaned structure on collapsible loess using a synthetic forced settlement method,which integrates stress relief method,additional stress method and ground stiffness softening method according to the properties of collapsible loess.
根据湿陷性黄土的特性,以倾斜结构物的缩尺模型为对象,进行应力解除法、应力附加法以及地基刚度软化法综合迫降纠倾的室内试验研究,对应力解除深度、应力附加值以及刚度软化注水量等纠倾参量依次设计3个水平数,分析和探讨3种纠倾技术的影响因素及其在不同纠倾参量下的纠倾效果和回倾规律。
2.
Several rectification methods,including stress relaxation method,additional stress method and ground stiffness softening method,were combining together.
根据Ⅲ级自重湿陷性黄土的特性,对某独立基础的五层框架结构的空旷仓库采用应力解除法、应力附加法和地基土体刚度软化法等综合迫降纠倾技术,使倾斜结构物顺利回倾,倾斜率达到了规范规定的技术要求。
补充资料:等效切应力


等效切应力
equivalent shear stress

  dengxlaoq一eyingll等效切应力(equivalent Shear stress)一般应力状态下的各应力分量经适当组合而形成的与纯剪切应力等效的应力,也称统一切应力,切应力强度。其表达式为一六寸(一,2+(一,2+(一)2 等效切应力与偏应力张量二次不变量(见应力张量)的关系为二一了,万,与八面体切应力二(见八面体应力)仅差一常系数,与坐标轴变换无关。 (王占学)
  
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