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.
Original language | English (US) |
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Pages (from-to) | 41-47 |
Number of pages | 7 |
Journal | Journal of Engineering Mechanics |
Volume | 131 |
Issue number | 1 |
DOIs | |
State | Published - Jan 2005 |
Keywords
- Concrete
- Damage
- Finite element method
- Fracture
- Inelastic action
- Numerical models
- Softening
ASJC Scopus subject areas
- Mechanics of Materials
- Mechanical Engineering