1) comparison of average stress value
应力值比较
2) stress compare method of three-peak-valley value
三峰谷值应力比较法
3) peak stress ratio
峰值应力比
1.
A new constitutive model was developed based on the state parameter,peak stress ratio,phase transformation stress ratio,the state dependent dilatancy equation and the yield surface with a hyperbolic relationship between the stress ratio and the plastic deviatoric strain.
基于状态参数Ψ、峰值应力比、相态转换应力比、依赖于状态的剪胀方程和一个双曲线的应力应变关系,建立了一个静力条件下能统一反映密度和压力对砂土变形特性影响的本构模型。
4) stress difference ratio
应力差值比
1.
Compliance D/F_Z,stress difference ratio(F_1-F_Z)/(F_0-F_Z)and energy-ratio W_2/W_1 are selected to appraise more effectively the low-temperature performance of SBS modified asphalt.
选用柔量D/FZ,应力差值比(F1-FZ)/(F0-FZ)和能量比W2/W1作为评价指标并加以阐述,以更有效地评价SBS改性沥青的低温性能。
5) stress proportion method
应力比值法
1.
This paper deals with the difficulties of introducing nonlinear model similitude law into model test and proposes the stress proportion method based on elastic theory for the divided segments.
讨论在土工试验中引进非线性模型相似律的技术困难问题，提出用分段增量型应力比值法来克服这些困难。
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。
参考词条