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Numerical and Experimental Investigation on Cyclic Behavior of Masonry Infill Walls Retrofitted with CFRP - International Journal of Civil Engineering

Apr 1, 2024 | link.springer.com | Ahmet Can |Karadeniz Technical |Ltd. Şti

AbstractThis paper presents verification of the numerical model of masonry infill walls against the experimental results. Three cases are investigated: an undamaged model, a damaged model, and a carbon fiber-reinforced polymer (CFRP) strip. ABAQUS commercial finite element model (FEM) software was used in the modeling. Nonlinear behavior as well as cracking and crushing of masonry bricks were simulated using the Concrete Damaged Plasticity (CDP) model.

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