1) temperature-stress path
温度-应力路径
2) stress-temperature paths
应力-温度路径
1.
Experiments on the material properties of Q235 steel under different stress-temperature paths were conducted to learn the influence of stress-temperature history on the steel strain.
介绍了不同应力-温度路径下Q235钢材性能的试验,以研究应力-温度历史对钢材应变的影响。
3) heating/cooling route
温度路径
1.
To understand the behavior response of restricted steel beams under high-temperature and the influence of different heating/cooling routes and parameters,the finite element program ANSYS was used to analyze eight models with four different heating/cooling routes and four parameters.
为了探索约束钢梁的高温性能及不同温度路径和参数的影响,本文采用大型有限元程序ANSYS对四种不同温度路径和四个不同参数下约束钢梁的性能反应进行分析研究。
4) stress path
应力路径
1.
Numerical simulation of stress path tests on sand;
砂土应力路径试验的数值模拟
2.
Tangent elastic modulus of Duncan-Chang model for different stress paths;
不同应力路径下的邓肯–张模型模量公式
3.
Discussions on yield criterions and stress paths of soils in tests and numerical analyses;
土体材料屈服准则及试验和数值分析应力路径探讨
5) stress paths
应力路径
1.
Test and modulus formula for lateral unloading and loading stress paths during excavation in foundation pit;
基坑工程侧向卸、加载应力路径试验及模量计算
2.
Research on relation between soil pressure and displacement by tests of stress paths;
土压力-位移关系的应力路径试验研究
3.
And also unique effective stress path is demonstrated to be true of equations of pore pressure under various total stress paths.
通过正常固结饱和粘性土的三轴固结不排水试验,分析了在正常固结饱和粘性土在三轴固结不排水应力路径下考虑土应力应变非线性的孔隙水压力方程,根据有效应力路径唯一性原理,推导出适用于其他应力路径下正常固结饱和粘性土的孔隙水压力方程,并通过一个工程实例验证方程的工程实用性。
6) stress route
应力路径
1.
On stress route of loosening soft soil and its strength influence;
卸荷软土的应力路径及对强度影响的研究
2.
The development of inducing stress aeolotropism in clay which was not only decided by the maximum stress force, but also lied on the stress route of reaching the maximum stress point of clay.
粘土的应力诱导各向异性的发展,不仅仅是由过去所受的最大应力决定的,而主要取决于到达最大应力点的应力路径。
3.
Started from stress route,it analyzes the principles of vacuum rainfall reinforced road bank thick soft base.
从应力路径的角度出发,详细分析了真空降水预压技术加固桥坡深厚软土地基的机理,结合实际工程,分析了真空降水预压加固高填土桥坡软基的技术特点、加固效果,为防治桥头跳车提供了一条新的思路和途径。
补充资料：温度应力
分子式：
CAS号：
性质：当材料或构件的温度改变时，由于外部的约束和构件各部优发的相互约束，使构件各部分由于产生的膨胀或收缩不能自由地进行，由此产生的应力称为热应力，或称温度应力，也称变温应力。
CAS号：
性质：当材料或构件的温度改变时，由于外部的约束和构件各部优发的相互约束，使构件各部分由于产生的膨胀或收缩不能自由地进行，由此产生的应力称为热应力，或称温度应力，也称变温应力。
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