Study of Post-Cracking Torsional Behaviour of High-Strength Reinforced Concrete Beams with a Ferrocement Wrap

American Concrete Institute (ACI) Committee 549. (1997) Ferrocement- Materials and Applications. In: ACI Symposium Proceedings SP-61: Farmington Hills, Michigan.Search in Google Scholar

Adrian, K.Y.Hii. - Riadh, A.M. (2006) An experimental and numerical investigation on torsional strengthening of solid and box-section RC beams using CFRP laminates. Composite structures, 75, 2006, pp. 213-221.Search in Google Scholar

Adrian, K.Y.Hii. - Riadh, A.M. (2007) Torsional capacity of CFRP Strengthened reinforced concrete beams. Journal of Composites for Construction ASCE, Jan. Feb, pp. 71-80.Search in Google Scholar

Behera, G.C. - Rao, T.D.G. - Rao, C.B.K. (2008) Torsional Capacity of High Strength Concrete Beams jacketed with ferrocement U wraps. Asian Journal of Civil Engineering, Vol. 9, No. 4, pp. 411-422.Search in Google Scholar

Behera, G.C. - Rao, T.D.G. - Rao, C.B.K. (2010) Torsional Strength of “U” wrapped plain concrete sections. Indian Concrete Institute Journal, Vol. 11, No. 2, pp. 13-20.Search in Google Scholar

Ghobarah, A. - Ghorbel, M.N. - Chidiaac, S.E. (2002) Upgrading Torsional Resistance of Reinforced Concrete Beams Using Fiber- Reinforced Polymer. Journal of Composites for Construction, Vol. 6, No. 4, pp. 257-263.10.1061/(ASCE)1090-0268(2002)6:4(257)Search in Google Scholar

Hsu, T.T.C. (1984) Torsion of reinforced concrete, Von Nostrand Reinhold Co., New York.Search in Google Scholar

Hsu, T.T.C. (1988) Softened truss model theory for shear and torsion. ACI Structural Journal, pp. 624-635.Search in Google Scholar

IFS committee 10 (2001) Ferrocement model code. International Ferrocement society, AIT, Bangkok.Search in Google Scholar

IS: 383-1970 (1970) Specifications for Coarse and Fine Aggregates from Natural Sources for Concrete.(Second Revision). Bureau of Indian Standards, Manak Bhavan, Bahadurshah Zafar Marg, New Delhi.Search in Google Scholar

IS: 12269 (1987) Specification for 53 Grade ordinary Portland cement. Bureau of Indian Standards, Manak Bhavan, Bahadurshah Zafar Marg, New Delhi.Search in Google Scholar

Leu, L.J. - Lee, Y.S. (2000) Torsion design charts for reinforced concrete rectangular members. Journal of Structural Division, ASCE, pp. 210 - 218.10.1061/(ASCE)0733-9445(2000)126:2(210)Search in Google Scholar

Zhang, L.X. - Hsu, T.T.C. (1998) Behavior and analysis of 100MPa concrete membrane elements. ASCE, Journal of Structural Engineering, pp. 24-34.10.1061/(ASCE)0733-9445(1998)124:1(24)Search in Google Scholar

Mansur, M.A. - Abdullah (1998) Constitutive laws of ferrocement under biaxial tension-compression. Journal of Ferrocement, pp. 285-293.Search in Google Scholar

Mehran, A. - Harid, R. (2007) Analytical model for evaluating torque of FRP strengthened reinforced concrete beams. Journal of Composites for Construction, pp. 384-390. Bansal, P.P. - Kumar, M. - Kaushik, S.K. (2007) Effect of mesh orientation on strength of beams retrofitted using ferrocement jacket. International Journal of Engineering, Vol. 20, No.1, pp. 8-19.Search in Google Scholar

Rasmussen, B. (1995) Torsion in reinforced normal and high strength of concrete beams - Part I: Experimental test series. ACI Structural Journal, pp. 56-62.Search in Google Scholar

Saravanan, P. - Abdeldelil, B. (2002) Torsional Behavior of Reinforced Concrete Beams Strengthened with FRP Composites. In: Proceedings of First FIB Congress, Osaka, Japan,13-19 Oct, 2002, pp. 1-11.Search in Google Scholar

Rao, T.D.G. - Seshu, D.R. (2003) Torsion of steel fiber reinforced concrete members. Cement and Concrete Research, Vol. 33, 2003, pp. 1783-1788.10.1016/S0008-8846(03)00174-1Search in Google Scholar

Rao, T.D.G. - Seshu, D.R. (2005) Analytical model for torsional response of steel fiber reinforced concrete members under pure torsion. Concrete and Cement composites 27, pp. 493-501.10.1016/j.cemconcomp.2004.03.006Search in Google Scholar

Rao, T.D.G. - Seshu, D.R. (2006) Torsional response of fibrous reinforced concrete beams; Effect of single type reinforcement. Construction and Building Materials 20, pp. 187-192.10.1016/j.conbuildmat.2005.01.017Search in Google Scholar