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Volumn 24, Issue 12, 2007, Pages 146-152

Research on progressive damage constitutive model and its application to deep rock

Author keywords

Constitutive model; Localization; Progressive damage; Rock mechanics; Size effect; Strain softening

Indexed keywords

CONSTITUTIVE MODELS; DEFORMATION; DISASTERS; FAILURE (MECHANICAL); FRICTION; MECHANICAL PROPERTIES; SHEAR BANDS; STRAIN; STRESS-STRAIN CURVES;

EID: 38649099107     PISSN: 10004750     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (5)

References (17)
  • 1
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    • Developments in researches on mechanical behaviors of rocks under the condition of high ground pressure in the depths
    • in Chinese
    • Zhou Hongwei, Xie Heping, Zuo Jianping. Developments in researches on mechanical behaviors of rocks under the condition of high ground pressure in the depths [J]. Advances in Mechanics, 2005, 35(1): 91-99. (in Chinese)
    • (2005) Advances in Mechanics , vol.35 , Issue.1 , pp. 91-99
    • Zhou, H.1    Xie, H.2    Zuo, J.3
  • 3
    • 33746828915 scopus 로고
    • Study on the mesoscopical characteristics of rock damage under compressive loading
    • in Chinese
    • Ling Jianming. Study on the mesoscopical characteristics of rock damage under compressive loading [J]. Journal of Tongji University, 1993, 21(2): 219-226. (in Chinese)
    • (1993) Journal of Tongji University , vol.21 , Issue.2 , pp. 219-226
    • Ling, J.1
  • 5
    • 33750920949 scopus 로고    scopus 로고
    • Research on failure modes and localized progressive failure model of the cracked media under static and dynamic stress conditions
    • Xi'an: Xi'an University of Technology, in Chinese
    • Zhang Ping. Research on failure modes and localized progressive failure model of the cracked media under static and dynamic stress conditions [D]. Xi'an: Xi'an University of Technology, 2004. (in Chinese)
    • (2004)
    • Zhang, P.1
  • 7
    • 0014520120 scopus 로고
    • Strength of discontinuous rocks in direct shear
    • Lajtai E Z. Strength of discontinuous rocks in direct shear [J]. Geotechnique, 1969, 19(2): 218-233.
    • (1969) Geotechnique , vol.19 , Issue.2 , pp. 218-233
    • Lajtai, E.Z.1
  • 11
    • 33845366404 scopus 로고    scopus 로고
    • Research on localized progressive damage model for fractured rocklike materials
    • in Chinese
    • Zhang Ping, Li Ning, He Ruolan. Research on localized progressive damage model for fractured rocklike materials [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(10): 2043-2050. (in Chinese)
    • (2006) Chinese Journal of Rock Mechanics and Engineering , vol.25 , Issue.10 , pp. 2043-2050
    • Zhang, P.1    Li, N.2    He, R.3
  • 13
  • 15
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    • Size effects of statistical meso-damage and local softening instability of rock
    • in Chinese
    • Li Hong, Zhu Fusheng, Wang Yongjia. Size effects of statistical meso-damage and local softening instability of rock [J]. Chinese Journal of Rock Mechanics and Engineering, 1999, 18(1): 28-32. (in Chinese)
    • (1999) Chinese Journal of Rock Mechanics and Engineering , vol.18 , Issue.1 , pp. 28-32
    • Li, H.1    Zhu, F.2    Wang, Y.3
  • 16
    • 2942552968 scopus 로고    scopus 로고
    • Effect of length on compressive strain softening of concrete
    • Jansen D C, Shah S P. Effect of length on compressive strain softening of concrete [J]. Journal of Engineering Mechanics, 1997, 123(1): 25-35.
    • (1997) Journal of Engineering Mechanics , vol.123 , Issue.1 , pp. 25-35
    • Jansen, D.C.1    Shah, S.P.2
  • 17
    • 0037966343 scopus 로고    scopus 로고
    • Size effect analysis on strain softening of quasi-brittle materials considering strain gradient effect
    • in Chinese
    • Wang Xuebin, Pan Yishan, Yang Xiaobin. Size effect analysis on strain softening of quasi-brittle materials considering strain gradient effect [J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(2): 188-191. (in Chinese)
    • (2003) Chinese Journal of Rock Mechanics and Engineering , vol.22 , Issue.2 , pp. 188-191
    • Wang, X.1    Pan, Y.2    Yang, X.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.