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Benny Suryanto
School of Energy, Geoscience, Infrastructure and Society; Institute for Infrastructure and Environment, Heriot-Watt University; Edinburgh
Civil Engineering, Building, Construction & Architecture

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Predicting the Response of Shear-critical Reinforced Concrete Beams using Response-2000 and SNI 2847:2013 Benny Suryanto; R. Morgan; A.L. Han
Civil Engineering Dimension Vol. 18 No. 1 (2016): MARCH 2016
Publisher : Institute of Research and Community Outreach - Petra Christian University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (401.889 KB) | DOI: 10.9744/ced.18.1.16-24

Abstract

This study investigates the accuracy of Response-2000 in predicting the response of shear-critical reinforced concrete beams. The experimental data selected was that obtained by Vecchio and Shim in 2004 on twelve reinforced concrete beams which sought to replicate beams originally tested by Bresler and Scordelis in the early 1960s. This study also aims to compare the results obtained to the predictions of SNI 2847:2013. It is demonstrated that Response-2000 is capable of providing accurate predictions of load-deflection responses up to the peak load, but underestimates the ductility of beams that exhibit a mixed flexure-shear failure mode. It is also shown that both methods provide conservative predictions of the shear strength of beams with no shear reinforcement, with the software providing more consistent and reliable predictions of shear strength of beams containing shear reinforcement.
Co-Authors A.L. Han R. Morgan