Cracking moment of rectangular reinforced concrete sections corresponding to the bi-linear stress-strain diagram of concrete

This paper aims to establish a formula that allows to more precisely determine the cracking moment of rectangular reinforced concrete sections by considering the nonlinear behavior of concrete simplified as the bi-linear stress-strain diagram according to TCVN 5574 - 2018.

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Thi tuyển trụ sở SHB Công ty TNHH MTV Hoa tiêu hàng hải Miền Bắc Công ty Xe đạp Thống Nhất