1) spherical stress
球应力
1.
Firstly,on the basis of discussion on current analysis methods in soil dynamic responses,the dynamic stress-strain characteristics of sandy soil is revealed by systematical dynamic triaxial tests under fully drained condition with constant spherical stress but cyclic deviator stress,constant deviator stress but cyclic spherical stress as well as cyclic spherical and deviator stresses.
首先通过对现有土体动力反应分析方法的系统分析,在动三轴仪上对饱和砂土进行大量等q往返球应力p、等p往返偏应力q以及往返p,q三类固结排水动力试验,揭示往返球应力和往返偏应力作用下饱和砂土的应力–应变特性。
2.
Cyclic triaxial tests are conducted on saturated sand under drained conditions with cyclic loading and unloading of spherical stress,and constant deviator stress.
在固结排水条件下保持偏应力不变,进行球应力往返变化的三轴试验,对球应力往返作用下饱和砂土的变形随着往返作用次数增大而变化的规律及其受干密度状态和固结应力状态的影响问题给出系统的试验成果与分析。
2) bulk stress
球应力
1.
Comparing with these viscoelastic strain increment expressions,it is concluded that for linear viscoelastic model,if the viscoelastic deformation law under different stress states,such as stress tensor,deviation stress and bulk stress,are the same,their parameters yield as Ek/ηk=Gsk/ηsk=Kmk/ηmk.
对不同应力分量下的广义开尔文模型应力应变关系进行了研究,推导了在不同应力分量下的广义开尔文模型的粘性应变增量计算式;通过对这些粘性应变增量计算式的比较分析,得到结论:对于线性粘弹性模型,当应力张量引起粘性变形的规律与应力偏量和球应力分别引起粘性变形的规律相同时,它们的系数满足关系式Ek/ηk=Gsk/ηsk=Kmk/ηmk;否则,这个关系式不成立。
2.
The viscoelastic deformation law caused by deviation stress is the same as the bulk stress s viscoelastic deformation law when the viscoelastic deformation FEM formula is expressed by stress tensor in existing documents.
现有文献采用应力张量表示的粘性变形有限元计算式隐含假定了球应力与应力偏量产生的粘性变形规律相同,对于复杂的工程材料而言,这种假定并不总是合适的,这在工程问题粘性分析时值得注意。
4) stress in glass marble
玻璃球应力
5) spherical tensor of stress
应力球张量
6) Local stress on point A of spherical tank
球罐a点局部应力
补充资料：球应力张量
球应力张量
spherical stress tensor
q一uyingli zhangl旧ng球应力张量(spherieal stress tensor)白一点处三个正应力的平均应力所组成的应力张量。求应力张量表示式为: f口n 00、 T觉~KO氏0卜 L 00沙m少 1 11，式中am一令(Jl十口，+口:)~令(氏+a、+氏)~号，一“’一‘3一‘一‘一J‘3‘一‘一J一‘’3’球应力张量只引起变形物体的体积变化而不引起形次的变化。 (王占学)
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