1. Sonobe, Y., Fukuyama, H., Okamoto, T., Kani, N., Kimura, K., Kobayashi, K., Masuda, Y., Matsuzaki, Y., Mochizuki, S., Nagasaka, T., Shimizu, A., Tanano, H., Tanigaki, M., and Teshigawara, M., ‘Design guidelines of FRP reinforced concrete building structures’,Journal of Composites for Construction, ASCE 1 (4) (1997) 90–114.
2. Yost, J.R., Gross, S.P. and Dinehart, D.W., ‘Shear strength of normal strength concrete beams reinforced with deformed GFRP bars’,Journal of Composites for Construction, ASCE 5, (4) (2001) 268–275.
3. Kuntia, M., Stojadinovic, B. and Goel, S.C., ‘Shear strength of normal and high-strength fiber reinforced concrete beams without stirrups’,ACI Structural Journal 96 (2) (1999) 282–289.
4. Banthia, N. and Mani, M., ‘Behaviour of non-prestressed GFRP reinforcement and a fibrous concrete matrix’, Proc. of R.N. Swamy Symposium, Real World Concrete, Proc. 5th CANMET/ACI International Conference on Flyash, Slag and Natural Pozzolans in Concrete, Milwaukee, 1995, 71–94.
5. Kumar, L.K., Ramaswamy, A. and Rao, K.S.N., ‘Behavior of GFRP reinforced SFRC beams in flexure and shear”, Advances in Civil Engineering, edited by Bandyopadhyay, J.N., and Nagesh Kumar, IIT Kharagpur, Allied Publishers, New Delhi, 2002, 1151–1157.