1) post-peak softening
峰后应变软化
1.
The influence of confining pressure on the post-peak softening rule of soft rock has been researched.
根据三轴压缩试验的应力-应变曲线,运用Hoek提出的由主应力圆包络线确定粘聚力和内摩擦角等效值的方法和曲线拟合的方法,研究了围压对软岩峰后软化特性的影响和软岩的宏观物性参数峰后应变软化规律,建立了峰后应变软化数值模型。
2.
Based on the stress-strain curves of triaxial experiments,the softening law of physical property parameters is studied,and a post-peak softening numerical model is e.
基于弹塑性理论,通过试验数据拟合屈服面,分析研究花岗岩强度参数与峰后应变软化参量的关系,得出在花岗岩的应变软化过程中,黏聚力c随应变软化参量的增大而快速减小,而内摩擦角?在应变软化的过程中几乎保持不变的结论。
2) post-peak softening
峰值后软化
1.
Study on deformation and failure mechanism of composite foundation of cemented soil pile with post-peak softening behavior;
峰值后软化水泥土桩复合地基工作机制研究
2.
Behavioral simulation analysis of composite foundation of cemented soil pile featured by post-peak softening;
峰值后软化水泥土桩复合地基性能模拟分析
3) peak strength/strain softening
峰值强度/应变软化
4) post-peak soften type
峰值后软化类型
5) strain softening
应变软化
1.
Two-yield surface constitutive model for fine sand in consideration of dilatancy and strain softening;
考虑剪胀性和应变软化的粉细砂双屈服面本构模型
2.
Influence of liquid surface tension on the concrete fracture energy and its strain softening;
液体表面张力对混凝土断裂能及其应变软化的影响
3.
Analysis of cavity expansion in soil with shear dilationand strain softening considering large deformation;
应变软化及剪胀性土体中考虑大应变的孔扩张问题解析
6) strain-softening
应变软化
1.
Stability evaluation of strain-softening slope based on Swedish slice method;
基于瑞典条分法的应变软化边坡稳定性评价方法
2.
Improved variational K_p method of nonlinear FE considering strain-softening of material;
考虑材料应变软化的非线性有限元的改进变Kp法
3.
Analytical solution to cavity expansion in strain-softening soils with Tesca yield criterion and its applications;
应变软化Tresca材料中扩孔问题解答及其应用
补充资料：峰浓度和达峰时间
峰浓度和达峰时间
峰浓度是指药物吸收后，血药浓度达到的最大值；达峰时间是指给药后血药浓度达到峰浓度所需的时间。
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