Nonlinear behavior and damage model for fractured rock under cyclic loading based on energy dissipation principle
•The nonlinear behavior of fractured rock subject to cyclic loading has been presented.•A damage model for fractured rock is established.•This model takes into account the initial damage of rock and introduces the concept of equivalent modulus. In practical engineering, it is a common phenomenon of...
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| Published in | Engineering fracture mechanics Vol. 206; pp. 330 - 341 |
|---|---|
| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
New York
Elsevier Ltd
01.02.2019
Elsevier BV |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0013-7944 1873-7315 |
| DOI | 10.1016/j.engfracmech.2018.12.010 |
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| Abstract | •The nonlinear behavior of fractured rock subject to cyclic loading has been presented.•A damage model for fractured rock is established.•This model takes into account the initial damage of rock and introduces the concept of equivalent modulus.
In practical engineering, it is a common phenomenon of rocks subjected to cyclic loading. Such as mining engineering, subgrade engineering and earthquake engineering. In order to reveal the deformation properties of rock under cyclic loading and to establish the damage model, two groups of cyclic loading tests are carried out. Natural rocks show a remarkable nonlinear deformation property under the cyclic loading. The test results also reveal the evolutions of the elastic modulus and the residual strain of fractured rock. Energy dissipation is the essential characteristic of rock deformation and failure. Therefore, a damage model for fractured rock is established from the viewpoint of energy dissipation. This model takes into account the initial damage of fractured rocks and introduces the concept of equivalent modulus, which make the model more practical and easier to apply. |
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| AbstractList | In practical engineering, it is a common phenomenon of rocks subjected to cyclic loading. Such as mining engineering, subgrade engineering and earthquake engineering. In order to reveal the deformation properties of rock under cyclic loading and to establish the damage model, two groups of cyclic loading tests are carried out. Natural rocks show a remarkable nonlinear deformation property under the cyclic loading. The test results also reveal the evolutions of the elastic modulus and the residual strain of fractured rock. Energy dissipation is the essential characteristic of rock deformation and failure. Therefore, a damage model for fractured rock is established from the viewpoint of energy dissipation. This model takes into account the initial damage of fractured rocks and introduces the concept of equivalent modulus, which make the model more practical and easier to apply. •The nonlinear behavior of fractured rock subject to cyclic loading has been presented.•A damage model for fractured rock is established.•This model takes into account the initial damage of rock and introduces the concept of equivalent modulus. In practical engineering, it is a common phenomenon of rocks subjected to cyclic loading. Such as mining engineering, subgrade engineering and earthquake engineering. In order to reveal the deformation properties of rock under cyclic loading and to establish the damage model, two groups of cyclic loading tests are carried out. Natural rocks show a remarkable nonlinear deformation property under the cyclic loading. The test results also reveal the evolutions of the elastic modulus and the residual strain of fractured rock. Energy dissipation is the essential characteristic of rock deformation and failure. Therefore, a damage model for fractured rock is established from the viewpoint of energy dissipation. This model takes into account the initial damage of fractured rocks and introduces the concept of equivalent modulus, which make the model more practical and easier to apply. |
| Author | Wang, Dongpo Huang, Runqiu Tang, Hao Li, Tiantao Pei, Xiangjun |
| Author_xml | – sequence: 1 givenname: Tiantao surname: Li fullname: Li, Tiantao organization: State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China – sequence: 2 givenname: Xiangjun surname: Pei fullname: Pei, Xiangjun email: peixj0119@tom.com organization: State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China – sequence: 3 givenname: Dongpo surname: Wang fullname: Wang, Dongpo organization: State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China – sequence: 4 givenname: Runqiu surname: Huang fullname: Huang, Runqiu organization: State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China – sequence: 5 givenname: Hao surname: Tang fullname: Tang, Hao organization: Xi'an University of Science and Technology, College of Geology and Environment, Xi'an 710054, China |
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| Cites_doi | 10.1023/A:1025511703698 10.1016/j.ijrmms.2012.02.001 10.1016/S0020-7683(00)00251-1 10.1029/JB086iB05p03969 10.1029/JB080i005p00752 10.1016/j.enggeo.2011.11.007 10.1016/j.enggeo.2010.03.003 10.1520/GTJ20120064 10.1016/S0020-7683(00)00252-3 10.1061/(ASCE)0733-9399(2003)129:7(793) |
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| Keywords | Damage model Cyclic loading Nonlinear behavior Dissipated energy Fractured rock |
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| References | Zhang (b0090) 2013 Exadaktylos (b0055) 2001; 38 David, Brantut, Schubnel, Zimmerman (b0010) 2012; 52 Lee, Choo, Lee, Sagong (b0020) 2013; 36 David, Brantut, Schubnel (b0045) 2012; 52 Exadaktylos, Vardoulakis, Kourkoulis (b0050) 2001; 38 Xie, Peng, Yang, Zhou (b0070) 2005; 24 Tutuncu, Gregory, Sharma (b0005) 1998; 63 Liu, He (b0025) 2012; 125 Sujatha, Kishen (b0085) 2003; 7 Yin, Wang (b0030) 2005; 22 Tutuncu, Podio, Sharma (b0065) 1998; 63 Agnew (b0060) 1981; 86 Zhou, Yang, Fu, Xu, Li, Zhou (b0040) 2010; 29 Xie, Yang, Li-Yun (b0075) 2005; 24 Steffler, Epstein, Conley (b0080) 2013; 120 Fuenkajorn, Phueakphum (b0015) 2010; 113 Yu, Lin, Zhao (b0035) 2009; 30 Zoback, Byerlee (b0095) 1975; 80 David (10.1016/j.engfracmech.2018.12.010_b0045) 2012; 52 Xie (10.1016/j.engfracmech.2018.12.010_b0075) 2005; 24 Exadaktylos (10.1016/j.engfracmech.2018.12.010_b0050) 2001; 38 Liu (10.1016/j.engfracmech.2018.12.010_b0025) 2012; 125 Steffler (10.1016/j.engfracmech.2018.12.010_b0080) 2013; 120 Yu (10.1016/j.engfracmech.2018.12.010_b0035) 2009; 30 Agnew (10.1016/j.engfracmech.2018.12.010_b0060) 1981; 86 Xie (10.1016/j.engfracmech.2018.12.010_b0070) 2005; 24 Lee (10.1016/j.engfracmech.2018.12.010_b0020) 2013; 36 Zhou (10.1016/j.engfracmech.2018.12.010_b0040) 2010; 29 Sujatha (10.1016/j.engfracmech.2018.12.010_b0085) 2003; 7 Yin (10.1016/j.engfracmech.2018.12.010_b0030) 2005; 22 Zhang (10.1016/j.engfracmech.2018.12.010_b0090) 2013 Fuenkajorn (10.1016/j.engfracmech.2018.12.010_b0015) 2010; 113 Exadaktylos (10.1016/j.engfracmech.2018.12.010_b0055) 2001; 38 Tutuncu (10.1016/j.engfracmech.2018.12.010_b0005) 1998; 63 Zoback (10.1016/j.engfracmech.2018.12.010_b0095) 1975; 80 David (10.1016/j.engfracmech.2018.12.010_b0010) 2012; 52 Tutuncu (10.1016/j.engfracmech.2018.12.010_b0065) 1998; 63 |
| References_xml | – year: 2013 ident: b0090 article-title: Energy evolution mechanism during rock deformation and failure – volume: 29 start-page: 1172 year: 2010 end-page: 1183 ident: b0040 article-title: Experimental test and fracture damage mechanical characteristics of brittle rock under uniaxial cyclic loading and unloading conditions publication-title: Chin J Rock Mech Eng – volume: 86 start-page: 3969 year: 1981 end-page: 3978 ident: b0060 article-title: Nonlinearity in rock: evidence from Earth tides publication-title: J Geophys Res Solid Earth – volume: 38 start-page: 4119 year: 2001 end-page: 4145 ident: b0055 article-title: Vardoulakis I, Kourkoulis S K. Influence of nonlinearity and double elasticity on flexure of rock beams—II. Characterization of Dionysos marble publication-title: Int J Solids Struct – volume: 113 start-page: 81 year: 2010 end-page: 89 ident: b0015 article-title: Physical model simulation of shallow openings in jointed rock mass under static and cyclic loadings publication-title: Eng Geol – volume: 24 start-page: 2603 year: 2005 end-page: 2608 ident: b0070 article-title: On energy analysis of rock failure publication-title: Chin J Rock Mech Eng – volume: 52 start-page: 9 year: 2012 end-page: 17 ident: b0010 article-title: Sliding crack model for nonlinearity and hysteresis in the uniaxial stress–strain curve of rock publication-title: Int J Rock Mech Min Sci – volume: 36 start-page: 429 year: 2013 end-page: 441 ident: b0020 article-title: Young's modulus of coarse granular materials via cyclic large triaxial tests: effect of parallel grading and loading pattern publication-title: Geotech Test J – volume: 120 start-page: 563 year: 2013 end-page: 580 ident: b0080 article-title: Energy partitioning for a crack under remote shear and compression publication-title: Int J Fract – volume: 22 year: 2005 ident: b0030 article-title: Study of constitutive model for rock interfaces and joints under normal cyclic loading publication-title: Chin J Rock Mech Eng – volume: 63 year: 1998 ident: b0065 article-title: Nonlinear viscoelastic behavior of sedimentary rocks, Part II: Hysteresis effects and influence of type of fluid on elastic moduli publication-title: Geophysics – volume: 7 start-page: 793 year: 2003 end-page: 800 ident: b0085 article-title: Energy release rate due to friction at bi-material interface in dams publication-title: J Eng Mech – volume: 80 start-page: 752 year: 1975 end-page: 755 ident: b0095 article-title: The effect of microcrack dilatancy on the permeability of westerly granite publication-title: J Geophys Res – volume: 30 start-page: 694 year: 2009 end-page: 697 ident: b0035 article-title: Improvement of nonlinear constitutive model for rock fractures under normal cyclic loading publication-title: J Huaqiao Univ (Nat Sci) – volume: 24 start-page: 3003 year: 2005 end-page: 3010 ident: b0075 article-title: Criteria for strength and structural failure of rocks based on energy dissipation and energy release principles publication-title: Chin J Rock Mech Eng – volume: 63 start-page: 184 year: 1998 end-page: 194 ident: b0005 article-title: Nonlinear viscoelastic behavior of sedimentary rocks, Part I: effect of frequency and strain amplitude publication-title: Leading Edge – volume: 38 start-page: 4091 year: 2001 end-page: 4117 ident: b0050 article-title: Influence of nonlinearity and double elasticity on flexure of rock beams—I. Technical theory publication-title: Int J Solids Struct – volume: 52 start-page: 9 year: 2012 end-page: 17 ident: b0045 article-title: Sliding crack model for nonlinearity and hysteresis in the uniaxial stress–strain curve of rock publication-title: Int J Rock Mech Min Sci – volume: 125 start-page: 81 year: 2012 end-page: 91 ident: b0025 article-title: Effects of cyclic dynamic loading on the mechanical properties of intact rock samples under confining pressure conditions publication-title: Eng Geol – volume: 120 start-page: 563 issue: 4 year: 2013 ident: 10.1016/j.engfracmech.2018.12.010_b0080 article-title: Energy partitioning for a crack under remote shear and compression publication-title: Int J Fract doi: 10.1023/A:1025511703698 – volume: 52 start-page: 9 issue: 6 year: 2012 ident: 10.1016/j.engfracmech.2018.12.010_b0045 article-title: Sliding crack model for nonlinearity and hysteresis in the uniaxial stress–strain curve of rock publication-title: Int J Rock Mech Min Sci doi: 10.1016/j.ijrmms.2012.02.001 – volume: 24 start-page: 2603 issue: 15 year: 2005 ident: 10.1016/j.engfracmech.2018.12.010_b0070 article-title: On energy analysis of rock failure publication-title: Chin J Rock Mech Eng – volume: 38 start-page: 4091 issue: 22 year: 2001 ident: 10.1016/j.engfracmech.2018.12.010_b0050 article-title: Influence of nonlinearity and double elasticity on flexure of rock beams—I. Technical theory publication-title: Int J Solids Struct doi: 10.1016/S0020-7683(00)00251-1 – volume: 52 start-page: 9 issue: 6 year: 2012 ident: 10.1016/j.engfracmech.2018.12.010_b0010 article-title: Sliding crack model for nonlinearity and hysteresis in the uniaxial stress–strain curve of rock publication-title: Int J Rock Mech Min Sci doi: 10.1016/j.ijrmms.2012.02.001 – volume: 86 start-page: 3969 issue: B5 year: 1981 ident: 10.1016/j.engfracmech.2018.12.010_b0060 article-title: Nonlinearity in rock: evidence from Earth tides publication-title: J Geophys Res Solid Earth doi: 10.1029/JB086iB05p03969 – volume: 29 start-page: 1172 issue: 6 year: 2010 ident: 10.1016/j.engfracmech.2018.12.010_b0040 article-title: Experimental test and fracture damage mechanical characteristics of brittle rock under uniaxial cyclic loading and unloading conditions publication-title: Chin J Rock Mech Eng – volume: 80 start-page: 752 issue: 5 year: 1975 ident: 10.1016/j.engfracmech.2018.12.010_b0095 article-title: The effect of microcrack dilatancy on the permeability of westerly granite publication-title: J Geophys Res doi: 10.1029/JB080i005p00752 – volume: 30 start-page: 694 issue: 6 year: 2009 ident: 10.1016/j.engfracmech.2018.12.010_b0035 article-title: Improvement of nonlinear constitutive model for rock fractures under normal cyclic loading publication-title: J Huaqiao Univ (Nat Sci) – volume: 125 start-page: 81 issue: 27 year: 2012 ident: 10.1016/j.engfracmech.2018.12.010_b0025 article-title: Effects of cyclic dynamic loading on the mechanical properties of intact rock samples under confining pressure conditions publication-title: Eng Geol doi: 10.1016/j.enggeo.2011.11.007 – volume: 113 start-page: 81 issue: 1–4 year: 2010 ident: 10.1016/j.engfracmech.2018.12.010_b0015 article-title: Physical model simulation of shallow openings in jointed rock mass under static and cyclic loadings publication-title: Eng Geol doi: 10.1016/j.enggeo.2010.03.003 – volume: 36 start-page: 429 issue: 3 year: 2013 ident: 10.1016/j.engfracmech.2018.12.010_b0020 article-title: Young's modulus of coarse granular materials via cyclic large triaxial tests: effect of parallel grading and loading pattern publication-title: Geotech Test J doi: 10.1520/GTJ20120064 – volume: 38 start-page: 4119 issue: 22 year: 2001 ident: 10.1016/j.engfracmech.2018.12.010_b0055 article-title: Vardoulakis I, Kourkoulis S K. Influence of nonlinearity and double elasticity on flexure of rock beams—II. Characterization of Dionysos marble publication-title: Int J Solids Struct doi: 10.1016/S0020-7683(00)00252-3 – volume: 7 start-page: 793 year: 2003 ident: 10.1016/j.engfracmech.2018.12.010_b0085 article-title: Energy release rate due to friction at bi-material interface in dams publication-title: J Eng Mech doi: 10.1061/(ASCE)0733-9399(2003)129:7(793) – volume: 63 start-page: 184 issue: 1 year: 1998 ident: 10.1016/j.engfracmech.2018.12.010_b0005 article-title: Nonlinear viscoelastic behavior of sedimentary rocks, Part I: effect of frequency and strain amplitude publication-title: Leading Edge – volume: 24 start-page: 3003 issue: 17 year: 2005 ident: 10.1016/j.engfracmech.2018.12.010_b0075 article-title: Criteria for strength and structural failure of rocks based on energy dissipation and energy release principles publication-title: Chin J Rock Mech Eng – volume: 63 issue: 1 year: 1998 ident: 10.1016/j.engfracmech.2018.12.010_b0065 article-title: Nonlinear viscoelastic behavior of sedimentary rocks, Part II: Hysteresis effects and influence of type of fluid on elastic moduli publication-title: Geophysics – year: 2013 ident: 10.1016/j.engfracmech.2018.12.010_b0090 – volume: 22 issue: 6 year: 2005 ident: 10.1016/j.engfracmech.2018.12.010_b0030 article-title: Study of constitutive model for rock interfaces and joints under normal cyclic loading publication-title: Chin J Rock Mech Eng |
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| Snippet | •The nonlinear behavior of fractured rock subject to cyclic loading has been presented.•A damage model for fractured rock is established.•This model takes into... In practical engineering, it is a common phenomenon of rocks subjected to cyclic loading. Such as mining engineering, subgrade engineering and earthquake... |
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| SubjectTerms | Cyclic loading Cyclic loads Damage assessment Damage model Deformation Dissipated energy Earthquake damage Energy dissipation Engineering Fractured rock Knee Materials fatigue Mining engineering Modulus of elasticity Nonlinear behavior Rocks Seismic engineering Strain |
| Title | Nonlinear behavior and damage model for fractured rock under cyclic loading based on energy dissipation principle |
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