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Microplane Model M5 with Kinematic and Static Constraints for Concrete Fracture and Anelasticity. II: Computation |
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| Authors: | Zdeněk P. Ba?ant Ferhun C. Caner |
| Affiliation: | 1McCormick School Professor and W. P. Murphy Professor of Civil Engineering and Materials Science, Northwestern Univ., 2145 Sheridan Rd., Tech A135, Evanston, IL 60208. E-mail z-bazant@northwestern.edu 2Ramón y Cajal Fellow, ETSECCPB-ETCG, Univ. Politecnica de Catalunya, Jordi Girona 1-3, Ed.D2 D.305, Barclona 08034, Spain E-mail: ferhun.caner@upc.es; formerly, Visiting Scholar, Northwestern Univ., 2145 Sheridan Rd., Evanston, IL 60208. |
| Abstract: | Following the formulation of the constitutive model in the preceding Part I in this issue, the present Part II addresses the problems of computational algorithm and convergence of iterations. Typical numerical responses are demonstrated and the parameters of the model are calibrated by test data from the literature. |
| Keywords: | Concrete Fracture Inelastic action Damage Softening Finite element method Numerical models |