Energy Dissipation-Based Method for Fatigue Life Prediction of Rock Salt

被引:86
作者
He, Mingming [1 ]
Huang, Bingqian [2 ]
Zhu, Caihui [1 ]
Chen, Yunsheng [1 ]
Li, Ning [1 ,3 ]
机构
[1] Xian Univ Technol, Inst Geotechn Engn, Xian 710048, Shaanxi, Peoples R China
[2] Kunming Univ Sci & Technol, Coll Informat Engn & Automat, Kunming 650500, Yunnan, Peoples R China
[3] Lanzhou Jiaotong Univ, Sch Civil Engn, Lanzhou 730070, Gansu, Peoples R China
基金
中国国家自然科学基金;
关键词
Rock salt; Fatigue life prediction; Energy dissipation; MECHANICAL-PROPERTIES; ASPHALT CONCRETE; DAMAGE; MODEL; CREEP; ZONE;
D O I
10.1007/s00603-018-1402-8
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The fatigue test for rock salt is conducted under different stress amplitudes, loading frequencies, confining pressures and loading rates, from which the evaluation rule of the dissipated energy is revealed and analysed. The evolution of energy dissipation under fatigue loading is divided into three stages: the initial stage, the second stage and the acceleration stage. In the second stage, the energy dissipation per cycle remains stable and shows an exponential relation with the stress amplitude; the failure dissipated energy only depends on the mechanical behaviour of the rock salt and confining pressure, but it is immune to the loading conditions. The energy dissipation of fatigued rock salt is discussed, and a novel model for fatigue life prediction is proposed on the basis of energy dissipation. A simple model for evolution of the accumulative dissipated energy is established. Its prediction results are compared with the test results, and the proposed model is validated.
引用
收藏
页码:1447 / 1455
页数:9
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