期刊
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
卷 73, 期 2, 页码 499-515出版社
SPRINGER HEIDELBERG
DOI: 10.1007/s10064-013-0542-z
关键词
Creep testing; Time dependent damage characteristics; Yield strength; Constitutive model; Fractional calculus theory
资金
- National Natural Science Foundation of China [50909092]
- Special Funds for Major State Basic Research Project [2010CB732006]
- K.C. Wong Education Foundation, Hongkong
- Program for New Century Excellent Talents in University [NCET-08-0662]
To accurately describe the damage creep properties of marble, especially during the acceleration creep phase, creep testing was performed on the marble in the Jinping II hydropower station in China. Based on the experimental results, a time-dependent damage constitutive model was proposed in terms of fractional calculus theory and damage variables to describe these time-dependent damage characteristics. The time-dependent constitutive equations were derived for constant loading levels below and above the marble's long-term strength. The robustness and parameter sensitivity of the proposed model were analysed by utilizing data of creep testing. The results of the analysis showed that the proposed model could describe not only the attenuation and steady-state creep of marble but also the acceleration creep characteristics and negative exponential attenuation law of the yield strength over time when the constant loading was above the long-term strength. These are crucial to failure prevention during rock engineering construction and operating periods.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据