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IssuesArchive of Issues2022-2pp.340-351

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H. Zhang, C. H. Gao, and J. Q. Wang, "Investigations on Stress Relaxation Behavior of Structural Planes Using Shear Tests," Mech. Solids. 57 (2), 340-351 (2022)
Year 2022 Volume 57 Number 2 Pages 340-351
DOI 10.3103/S0025654422020133
Title Investigations on Stress Relaxation Behavior of Structural Planes Using Shear Tests
Author(s) H. Zhang (School of Architecture and Civil Engineering, Xinyang Normal University, Xinyang, 464000 China)
C. H. Gao (School of Architecture and Civil Engineering, Xinyang Normal University, Xinyang, 464000 China, zhang_baogu@126.com)
J. Q. Wang (School of Architecture and Civil Engineering, Xinyang Normal University, Xinyang, 464000 China)
Abstract In this work, the stress relaxation behavior of rock joints with different slope ratios was investigated using the shear tests. The results showed that the relaxation curves of the joints can be divided into three stages, i.e., the instantaneous relaxation stage, attenuation relaxation stage and stable relaxation stage. Furthermore, a nonlinear Maxwell equation between viscosity coefficient and time was derived, the change trend of the initial viscosity coefficient was found, and the corresponding theoretical calculations agreed with the testing results. Based on the present results, a termed relaxation stress peak method was proposed to determine the long-term strength of such joints.
Keywords shear stress, relaxation, nonlinear equation, strength
Received 23 March 2018Revised 15 February 2021Accepted 01 March 2021
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