Junbao Wang , Xiao Liu , Qiang Zhang , Xinrong Liu , Zhanping Song , Shijin Feng
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引用次数: 0
Abstract
To investigate the macroscopic fatigue properties and the mesoscopic pore evolution characteristics of salt rock under cyclic loading, fatigue tests under different upper-limit stresses were carried out on salt rock, and the mesoscopic pore structures of salt rock before and after fatigue tests and under different cycle numbers were measured using CT scanning instrument. Based on the test results, the effects of the cycle number and the upper-limit stress on the evolution of cracks, pore morphology, pore number, pore volume, pore size, plane porosity, and volume porosity of salt rock were analyzed. The failure path of salt rock specimens under cyclic loading was analyzed using the distribution law of plane porosity. The damage variable of salt rock under cyclic loading was defined on basis of the variation of volume porosity with cycle number. In order to describe the fatigue deformation behavior of salt rock under cyclic loading, the nonlinear Burgers damage constitutive model was further established. The results show that the model established can better reflect the whole development process of fatigue deformation of salt rock under cyclic loading.
期刊介绍:
The International Journal of Mining Science and Technology, founded in 1990 as the Journal of China University of Mining and Technology, is a monthly English-language journal. It publishes original research papers and high-quality reviews that explore the latest advancements in theories, methodologies, and applications within the realm of mining sciences and technologies. The journal serves as an international exchange forum for readers and authors worldwide involved in mining sciences and technologies. All papers undergo a peer-review process and meticulous editing by specialists and authorities, with the entire submission-to-publication process conducted electronically.