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This document presents a model for analyzing reinforced concrete structures that accounts for tension stiffening. The model considers localized microcracking in plain concrete based on fracture energy. For reinforced concrete, it models cracking localization according to Model Code 1990 to approximate the tension stiffening effect. Numerical examples are presented and compared to experimental and other numerical results. The model calculates deformation using finite elements and accounts for nonlinear behav

Author

jorge mathaeus

Language

EN