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Statistical damage constitutive model for rocks subjected to cyclic stress and cyclic temperature

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
A constitutive model of rocks subjected to cyclic stress–temperature was proposed. Based on statistical damage theory, the damage constitutive model with Weibull distribution was extended. Influence of model parameters on the stress–strain curve for rock reloading after stress–temperature cycling was then discussed. The proposed model was initially validated by rock tests for cyclic stress–temperature and only cyclic stress. Finally, the total damage evolution induced by stress–temperature cycling and reloading after cycling was explored and discussed. The proposed constitutive model is reasonable and applicable, describing well the stress–strain relationship during stress–temperature cycles and providing a good fit to the test results. Elastic modulus in the reference state and the damage induced by cycling affect the shape of reloading stress–strain curve. Total damage induced by cycling and reloading after cycling exhibits three stages: initial slow increase, mid-term accelerated increase, and final slow increase.
Czasopismo
Rocznik
Strony
893--906
Opis fizyczny
Bibliogr. 30 poz.
Twórcy
autor
  • Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, People’s Republic of China
  • Institute of Structural Mechanics, Bauhaus-University Weimar, Weimar, Germany
autor
  • Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, People’s Republic of China, tjxiaccb@126.com
  • College of Civil Engineering, Shaoxing University, Shaoxing, People’s Republic of China
autor
  • Hunan Key Laboratory of Key Technology on Hydropower Development, Power China Zhongnan Engineering Corporation Limited, Changsha, People’s Republic of China
autor
  • Hunan Key Laboratory of Key Technology on Hydropower Development, Power China Zhongnan Engineering Corporation Limited, Changsha, People’s Republic of China
autor
  • Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, People’s Republic of China
Bibliografia
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  • 21. Xiao JQ, Ding DX, Xu G, Jiang FL (2009) Inverted S-shaped model for nonlinear fatigue damage of rock. Int J Rock Mech Min Sci 46:643–648. doi:10.1016/j.ijrmms.2008.11.002
  • 22. Xiao JQ, Ding DX, Jiang FL, Xu G (2010) Fatigue damage variable and evolution of rock subjected to cyclic loading. Int J Rock Mech Min Sci 47:461–468. doi:10.1016/j.ijrmms.2009.11.003
  • 23. Xiao JQ, Feng XT, Ding DX, Jiang FL (2011) Investigation and modeling on fatigue damage evolution of rock as a function of logarithmic cycle. Int J Numer Anal Methods Geomech 35:1127–1140. doi:10.1002/nag.946
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  • 25. Zhang Y (2011) Experimental research on characteristic of deformation and dissipated energy of rock under cyclic loading conditions. Chongqing University, Chongqing (in Chinese)
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  • 27. Zhou JW, Xu WY, Yang XG (2010) A microcrack damage model for brittle rocks under uniaxial compression. Mech Res Commun 37:399–405. doi:10.1016/j.mechrescom.2010.05.001
  • 28. Zhou SW, Xia CC, Du SG, Zhang PY, Zhou Y (2015a) An analytical solution for mechanical responses induced by temperature and air pressure in a lined rock cavern for underground compressed air energy storage. Rock Mech Rock Eng 48:749–770. doi:10.1007/s00603-014-0570-4
  • 29. Zhou SW, Xia CC, Hu YS, Zhou Y, Zhang PY (2015b) Damage modeling of basaltic rock subjected to cyclic temperature and uniaxial stress. Int J Rock Mech Min 77:163–173. doi:10.1016/j.ijrmms.2015.03.038
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Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-54c1a308-ddf5-416b-ace9-0d9ae1274cd8
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