LIU Chang-chun, LÜ He-xiang, GUAN Ping. Coupled Viscoplasticity Damage Constitutive Model for Concrete Materials[J]. Applied Mathematics and Mechanics, 2007, 28(9): 1021-1027.
Citation: LIU Chang-chun, LÜ He-xiang, GUAN Ping. Coupled Viscoplasticity Damage Constitutive Model for Concrete Materials[J]. Applied Mathematics and Mechanics, 2007, 28(9): 1021-1027.

Coupled Viscoplasticity Damage Constitutive Model for Concrete Materials

  • Received Date: 2006-10-17
  • Rev Recd Date: 2007-07-08
  • Publish Date: 2007-09-15
  • Coupled viscoplasticity damage constitutive model for concrete materials is developed within the framework of irreversible thermodynamics, and simultaneously the Helmholtz free energy function and a non-associated flow potential function are given, which include the internal variables of kinematic hardening, isotropic hardening and damage. Results from numerical simulation show that the model presented can describe the deformation properties of the concrete without the formal hypotheses of yield criterion and failure criteria, such as that volume dilatancy under compression; strain-rate sensitivity; stiffness degradation and stress-softening behavior beyond the peak stress which are brought by damages and fractures. Moreover, we could benefit from the application of finite element method based on this model under complex loading because of avoiding the choice of different constitutive model based on the deformation level.
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  • [1]
    Burlion N, Gatuingt F,Pijaudier-Cabot G,et al.Compaction and tensile damage in concrete: constitutive modeling and application to dynamics[J]. Computer Methods in Applied Mechanics Engineering,2000,183(4):291-308. doi: 10.1016/S0045-7825(99)00223-6
    [2]
    Lee J, Fenves G L.Plastic-damage model for cyclic loading of concrete structures[J].Journal of Engineering Mechanics,1998,124(8):892-900. doi: 10.1061/(ASCE)0733-9399(1998)124:8(892)
    [3]
    Ragueneau F, Borderie Ch La, Mazars J. Damage model for concrete-like materials coupling cracking and friction, contribution towards structural damping: first uniaxial applications[J].Mechanics Cohesive-Frictional Materials,2000,5(8):607-625. doi: 10.1002/1099-1484(200011)5:8<607::AID-CFM108>3.0.CO;2-K
    [4]
    LI Jie, WU Jian-ying.Elastoplastic damage constitutive model for concrete based on damage energy release rates, part Ⅰ: basic formulations[J].China Civil Engineering Journal,2005,38(9):14-20.
    [5]
    WU Jian-ying, LI Jie.Elastoplastic damage constitutive model for concrete based on damage energy release rates, partⅡ: numerical algorithm and verifications[J].China Civil Engineering Journal,2005,38(9):21-27.
    [6]
    Dame L T, Stouffer D.Inelastic Deformations in Metals[M].New York: John Wiley & Sons Inc, 1995.
    [7]
    Mazars J. A description of micro and macroscale damage of concrete structures[J].Engineering Fracture Mechanics,1986,25(6):729-737. doi: 10.1016/0013-7944(86)90036-6
    [8]
    Chiinn J, Zimmerman R M. Behavior of plain concrete under various high triaxial compression loading conditios[R]. Technical Report No. WL TR 64-163(AD468460), Air Force Weapons Laboratory, New Mexico, August, 1965.
    [9]
    董毓利.混凝土非线性力学基础[M].北京:中国建筑工业出版社, 1997.
    [10]
    Chulya A, Walker K P.A new uniformly valid asymptotic integration algorithm for elasto-plastic-creep and unified viscoplastic theories including continuum damage[J].International Journal for Numerical Methods in Engineering,1991,32(2):385-418. doi: 10.1002/nme.1620320210
    [11]
    冯明珲. 粘弹塑性统一本构理论[D].博士论文.大连:大连理工大学,2000.
    [12]
    肖诗云.混凝土率型本构模型及其在拱坝动力分析中的应用[D].博士论文.大连:大连理工大学,2002.
    [13]
    Ragueneau F, Gatuingt F.Inelastic behavior modeling of concrete in low and high strain rate dynamics[J].Computers and Structures,2003,81(12):1287-1299. doi: 10.1016/S0045-7949(03)00043-9
    [14]
    Sinha B P, Gerstle K H, Tulin L G.Stress-strain relation for concrete under cyclic loading[J].ACI Journal,1964,61(2):195-211.
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