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An Investigation of PBO FRCM-Concrete Joint Behavior using a Three-Dimensional Numerical Approach
Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing
Fiber reinforced cementitious matrix (FRCM) composites represent an effective solution for strengthening and retrofitting existing reinforced concrete and masonry structures. The bond behavior between the FRCM composite and the support is of particular importance for the effectiveness of the strengthening intervention. In this paper the FRCM-concrete bond behavior is investigated using a three-dimensional numerical approach. The numerical model presented was calibrated and validated with a widedoi:10.4203/ccp.108.113 fatcat:jd7iuxtyjzehlii3lujd2wnmvi