Analysis of crack propagation in concrete structures with structural information entropy

Author:

Bao TengFei,Peng Yan,Cong PeiJiang,Wang JiaLin

Publisher

Springer Science and Business Media LLC

Subject

General Engineering,General Materials Science

Reference14 articles.

1. Bao T F, Wu Z R, Gu C S, et al. Influence of fractality of fracture surfaces on stress and displacement fields at crack tips. Sci China Ser E-Tech Sci, 2008, 51(Suppl 2): 95–100

2. Bao T F, Yu H. Detection of subcritical crack propagation for concrete dams. Sci China Ser E-Tech Sci, 2009, 52(12): 3654–3660

3. Jiang L W, Yao L K, Li S X. Mechanism of self-organized criticality in non-homogenous granular mixtures. Chinese J Rock Mech Eng, 2004, 23(18): 3178–3184

4. Jaynes E T. On the rationale of maximum entropy methods. Proc IEEE, 1982, 70(9): 939–952

5. Qin S Q. Primary discussion on formation mechanism of dissipative structure in instability process of rock mass. Chinese J Rock Mech Eng, 2000, 19(3): 265–269

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