| | Mechanics of Solids A Journal of Russian Academy of Sciences | | Founded
in January 1966
Issued 6 times a year
Print ISSN 0025-6544 Online ISSN 1934-7936 |
Archive of Issues
Total articles in the database: | | 12854 |
In Russian (Èçâ. ÐÀÍ. ÌÒÒ): | | 8044
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In English (Mech. Solids): | | 4810 |
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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 2018 | Revised |
15 February 2021 | Accepted |
01 March 2021 |
Link to Fulltext |
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