Predicting the Response of Shear-critical Reinforced Concrete Beams using Response-2000 and SNI 2847:2013

Authors

  • Benny Suryanto School of Energy, Geoscience, Infrastructure and Society; Institute for Infrastructure and Environment, Heriot-Watt University; Edinburgh
  • R. Morgan Mouchel Consulting; Belfast
  • A.L. Han Department of Civil Engineering, Diponegoro University; Semarang

:

https://doi.org/10.9744/ced.18.1.16-24

Keywords:

Analysis, classic beam test, design, Response 2000, SNI 2847, 2013, shear.

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.

References

Mosley, W.H., Bungey, J.H., and Hulse, R, Reinforced Concrete Design: to Eurocode 2, Seventh edition, Palgrave Macmillan, New York, 2012. [CrossRef]

Whitney, C.S., Design of Reinforced Concrete Members under Flexure or Combined Flexure and Direct Compression, Journal of the ACI, 33(3), 1937, pp. 483–498. [CrossRef]

Hognestad, E., Hanson, N.W., and McHenry, D., Concrete Stress Distribution in Ultimate Strength Design, Journal of the ACI, 52(12), 1955, pp. 455–480. [CrossRef]

Fenwick, R.C. and Paulay, T., Mechanisms of Shear Resistance of Concrete Beams, Journal of the Structural Division, ASCE, 94(10), 1968, pp. 2325−2350. [CrossRef]

Collins, M.P., Bentz, E.C., Sherwood, E.G., and Xie, L., An Adequate Theory for the Shear Strength of Reinforced Concrete Structures, Proceedings of the Morley Symposium on Concrete Plasticity and its Application, Cambridge, United Kingdom, July 23, 2007, pp. 75–93. [CrossRef]

Bresler, B. and Scordelis, A.C., Shear Strength of Reinforced Concrete Beams, Journal of the ACI, 60(1), 1963, pp. 51–72. [CrossRef]

Anderson, B.G., Rigid Frame Failures, Journal of the ACI, 53(1), 1957, pp. 625–636. [CrossRef]

Vecchio, F.J. and Collins, M.P., The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear, ACI Journal, 83(2), 1986, pp. 219–231. [CrossRef]

Bentz, E.C., Sectional Analysis of Reinforced Concrete Members, PhD Thesis, University of Toronto, Canada, 2000. [CrossRef]

Pudjisuryadi, P., Dewi, D.K., Susanto, A., and Lumantarna, B., Studi Tentang Daktilitas Struktur pada Sistem Shearwall Frame dengan Belt Truss, Civil Engineering Dimension, 8(1), 2006, pp. 41–46. [CrossRef]

Pudjisuryadi, P., Lumantarna, B., Tandya, H., and Loka, I., Ductility of a 60-Story Shearwall Frame-Belt Truss (Virtual Outrigger) Building, Civil Engineering Dimension, 14(1), 2012, pp. 19–25. [CrossRef]

SNI 2847:2013, Persyaratan Beton Struktural untuk Bangunan Gedung, Badan Standardisasi Nasional, Department of Public Work of Indonesia, 2013. [CrossRef]

Vecchio, F.J. and Shim, W., Experimental and Analytical Re-examination of Classic Concrete Beam Tests, Journal of Structural Engineering, ASCE, 130(3), 2004, pp. 460–469. [CrossRef]

Bentz, E.C., Response 2000, Available at www. ecf.utoronto.ca/~bentz/r2k.htm [CrossRef]

SNI 03-2847-1992, Tata Cara Penghitungan Struktur Beton untuk Bangunan Gedung, Badan Standardisasi Nasional, Department of Public Work of Indonesia, 1992. [CrossRef]

ACI318M-11, Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, 2011. [CrossRef]

Talbot, A.N., Tests of Reinforced Concrete Beams: Resistance to Web Stresses, Bulletin 29, University of Illinois, Engineering Experiment Station, Urbana, 1909. [CrossRef]

Vecchio, F.J., Analysis of Shear-critical Reinforced Concrete Beams, ACI Structural Journal, 97(1), 2000, pp. 102–110. [CrossRef]

Vecchio, F.J., Disturbed Stress Field Model for Reinforced Concrete: Formulation, Journal of Structural Engineering, ASCE, 126(8), 2000, pp. 1070–1077. [CrossRef]

Vecchio, F.J. and Lai, D., Crack Shear-Slip in Reinforced Concrete Elements, Journal of Advanced Concrete Technology, 2(3), 2004, pp. 289–300. [CrossRef]

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Published

2021-04-20

How to Cite

Suryanto, B., Morgan, R., & Han, A. (2021). Predicting the Response of Shear-critical Reinforced Concrete Beams using Response-2000 and SNI 2847:2013. Civil Engineering Dimension, 18(1), 16-24. https://doi.org/10.9744/ced.18.1.16-24

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