A modified truss-arch model for shear strength evaluation of corroded reinforced concrete columns
Jiannan Jiang,
Yinhui Wang,
Bo Yu
et al.
Abstract:Under seismic loading, corroded reinforced concrete (RC) columns are prone to brittle shear failure, which poses a significant threat to existing structures. However, due to the mechanical defects and insufficient parameters included in the equations available in codes, the literature exhibits a lack of precision in predicting the shear strength of such columns. In this paper, a shear strength equation for the RC column was established based on the truss-arch model theory. On this basis, the effect of corrosio… Show more
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