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The development of a dynamic fracture propagation model for FRP-strengthened beam-column joints
Journal of Vibroengineering
Accurate modeling is required to investigate the behavior of concrete structures strengthened by carbon fiber-reinforced polymer (CFRP). There is, however, limited knowledge on the use of dynamic modeling to study the crack propagation in the beam-column joints strengthened by CFRP. A finite element model is developed to study crack propagation in the CFRP-strengthened joints under dynamic loads. A three-dimensional model is developed to predict the crack propagation under cyclic loading in thedoi:10.21595/jve.2017.18686 fatcat:cm24vim6k5e2zioxkrh77ywotm