In this book, a numerical analysis technique based on nonlinear finite element method has been used to investigate the behaviour of high strength steel fibre reinforced concrete corbels under vertical loads. New material constitutive relationships for High Strength Steel Fibre Reinforced Concrete (HSSFRC) have been formulated. These proposed material constitutive relationships have been employed for formulating the material finite element models to study the behaviour of HSSFRC corbels.
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