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1)  total stress method
总应力算法
1.
The calculating methods mainly contain total stress method and effective stress method.
水库蓄水后,土石坝的应力变形较之施工填筑阶段更为复杂,其计算方法可分为总应力算法和有效应力算法。
2.
Combining with Pubugou clay core rockfill dam,deformations and stresses in typical sections of which could be yielded are calculated by applying total stress method and effective stress method during construction and impounding period.
在总结土体总应力算法和有效应力算法区别的基础上,结合瀑布沟粘土心墙坝实际工程,分别运用两种方法,计算模拟施工填筑以及蓄水过程,得出各个时期坝体典型断面上各部分的变形、应力。
2)  total stress method
总应力法
1.
Application of total stress method and effective stress method in SLOPE/W
SLOPE/W软件总应力法和有效应力法的应用
2.
There are two analysis methods of hydraulic fracture: effective stress method and total stress method.
水力劈裂的常用计算方法分有效应力法和总应力法,但其计算结果却常有很大差异。
3.
According to the results of Biot’s consolidation theory in each filling height, the foundation stability is calculated with the total stress method considering the strength increase and the effective stress method considering the over-static water pressure.
计算时,根据不同堆载高度下的比奥固结理论有限单元法计算结果,用考虑地基强度增长总应力法和考虑超孔隙水压力的有效应力法分别进行地基稳定性计算,以保证地基在每一次加载时的稳定性。
3)  total normal stress
法向总应力
4)  2-D total stress analyse method
二维总应力法
5)  total stress synthesized method
总应力合成法
6)  stress integration algorithm
应力积分算法
1.
Based on the radial return method and backward Euler integration, a new implicit stress integration algorithm is proposed for the developed visco-plastic constitutive model by combining the successive substitution method.
在径向回退(RadialReturn)和向后欧拉积分方法的基础上,结合连续迭代(SuccessiveSubstitution)方法,推导并建立了针对循环粘塑性本构模型的、新的隐式应力积分算法。
补充资料:轧辊残余应力(见轧辊应力)


轧辊残余应力(见轧辊应力)
residual stresses in roll

zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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