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Confinement-Shear Lattice Model for Concrete Damage in Tension and Compression: II. Computation and Validation |
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| Authors: | Gianluca Cusatis Zdeněk P. Ba?ant Luigi Cedolin |
| Affiliation: | 1Graduate Student, Dept. of Structural Engineering, Technical Univ. (Politecnico) of Milan, Milan 20133, Italy. 2McCormick School Professor and W. P. Murphy Professor of Civil Engineering and Materials Science, Northwestern Univ., Evanston, IL 60208. 3Professor of Structural Engineering, Dept. of Structural Engineering, Technical Univ. (Politecnico) of Milan, Milan 20133, Italy. |
| Abstract: | The concrete material model developed in the preceding Part I of this study is formulated numerically. The new model is then verified by comparisons with experimental data for compressive and tensile uniaxial tests, biaxial tests, and triaxial tests, as well as notched tests of mode I fracture and size effect. |
| Keywords: | Concrete Microstructure Fractures Damage Softening Failures Materials tests Computer analysis Nonlinear analysis Particle interactions Particle distribution |