- ISSN 0258-2724
- CN 51-1277/U
- EI Compendex
- Scopus
- Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
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| Citation: | LEI Ruide, ZHOU Linsen, HU Chao, LI Menglai, HUANG Ling. Energy Evolution Mechanism and Constitutive Model of Sandstone Subjected to Different Temperatures[J]. Journal of Southwest Jiaotong University. doi: 10.3969/j.issn.0258-2724.20230714
|
To investigate the effect of high temperature on the deterioration of the physical and mechanical properties of sandstone, uniaxial compression tests were conducted on thermally-treated sandstone subjected to different temperatures. Firstly, the deterioration characteristics of macroscopic mechanical parameters of sandstone were obtained through the analysis of mechanical strength and failure modes. Secondly, the influence of different temperatures on the energy evolution mechanism and elastic energy dissipation ratio of sandstone was studied. Finally, combined with the temperature and load damage factor, the piecewise function method was applied to develop a thermo-mechanical coupling damage constitutive model, considering the crack closure stage. The results show that as temperature increases, the peak strength and elastic modulus of thermally-treated sandstone increase first and then decrease, reaching a maximum value at 200 ℃. The failure mode transforms from oblique shear to “Y”-shaped conjugate tension–shear mixed failure, with the critical temperature threshold for the brittle and ductile transition occurring at 400 ℃. Based on dissipated energy evolution characteristics, the deformation and failure process is primarily divided into crack closure, elastic, macro-crack extension, and post-peak stages. The turning point of the elastic energy dissipation ratio (
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Figures(7)
LEI Ruide, ZHOU Linsen, HU Chao, LI Menglai, HUANG Ling. Energy Evolution Mechanism and Constitutive Model of Sandstone Subjected to Different Temperatures[J]. Journal of Southwest Jiaotong University. doi: 10.3969/j.issn.0258-2724.20230714
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