1) post-failure behavior
峰后特性
1.
Beginning with the important engineering significance of the rock post-failure behavior,this paper depicts the concept of rock dilatancy nature,its development and research actuality.
作者从研究岩石峰后特性的重要工程意义着手,叙述了岩石峰后剪胀的概念、发展历史和研究现状,以及目前研究中存在的问题,强调了研究岩石峰后剪胀效应的重要性。
2) Post-failure behaviour
峰值后区特性
3) post-peak mechanical behavior
峰后力学特性
4) Post peak Characteristic
峰后特征
5) post-peak brittleness
峰后脆性
1.
Effects of post-peak brittleness on failure and overall deformational characteristics of rock specimen with random material imperfections;
峰后脆性对非均质岩石试样破坏及全部变形的影响
6) peak feature
峰值特性
1.
The triple correlation function(TCF) of m-sequence and its peak feature are studied and described in this paper.
针对m 序列的三阶相关函数(TCF)及其峰值特性进行了研究。
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