How to cite this paper
Hosseini, M., Amiri, A & Beiranvand, P. (2016). Numerical analysis of reinforced concrete beams containing bending and shear opening and strengthened with FRP sheet.Engineering Solid Mechanics, 4(3), 145-152.
Refrences
Abdalla, H. A., Torkey, A. M., Haggag, H. A., & Abu-Amira, A. F. (2003). Design against cracking at openings in reinforced concrete beams strengthened with composite sheets. Composite Structures, 60(2), 197-204.
Ahmed, A., Fayyadh, M. M., Naganathan, S., & Nasharuddin, K. (2012). Reinforced concrete beams with web openings: A state of the art review. Materials & Design, 40, 90-102.
Alsaeq, H.M. (2013) Effects of opening shape and location on the structural strength of R.C. deep beams with openings. World Academy of Science, Engineering and Technology.
Amin, H. M., Agarwal, V. C., & Aziz, O. Q. (2013). Effect of Opening Size and Location on the Shear Strength Behavior of RC Deep Beams without Web Reinforcement. International Journal of Innovative Technology and Exploring Engineering, 3(7), 28-30.
Amiri, S., & Masoudnia, R. (2011).Investigation of the Opening Effects on the Behaviour of Concrete Beams without Additional Reinforcement in Opening Region Using Fem Method. Australian Journal of Basic and Applied Sciences, 5(5), 617-627.
Aziz, O. Q., & Abdul-Ahad, R. B. (2012). Shear strength prediction of crushed stone reinforced concrete deep beams without stirrups. Caspian Journal of Applied Sciences Research, 1(4), 7-26.
Damian, K., Thomas, M., Solomon, Y., Kasidit, C., & Tanarat, P. (2001). Finite element modeling of reinforced concrete structures strengthened with FRP laminates. Report for Oregon Department Of Transportation.
Diggikar, R., Mangalgi, S., & Harsoor, R. (2013, October). Behavior of RCC Beam with Rectangular opening Strengthened by CFRP and GFRP sheets. In International Conference on Recent Innovations in Civil Engineering (pp. 25-27).
Ahmed, A., Fayyadh, M. M., Naganathan, S., & Nasharuddin, K. (2012). Reinforced concrete beams with web openings: A state of the art review. Materials & Design, 40, 90-102.
Alsaeq, H.M. (2013) Effects of opening shape and location on the structural strength of R.C. deep beams with openings. World Academy of Science, Engineering and Technology.
Amin, H. M., Agarwal, V. C., & Aziz, O. Q. (2013). Effect of Opening Size and Location on the Shear Strength Behavior of RC Deep Beams without Web Reinforcement. International Journal of Innovative Technology and Exploring Engineering, 3(7), 28-30.
Amiri, S., & Masoudnia, R. (2011).Investigation of the Opening Effects on the Behaviour of Concrete Beams without Additional Reinforcement in Opening Region Using Fem Method. Australian Journal of Basic and Applied Sciences, 5(5), 617-627.
Aziz, O. Q., & Abdul-Ahad, R. B. (2012). Shear strength prediction of crushed stone reinforced concrete deep beams without stirrups. Caspian Journal of Applied Sciences Research, 1(4), 7-26.
Damian, K., Thomas, M., Solomon, Y., Kasidit, C., & Tanarat, P. (2001). Finite element modeling of reinforced concrete structures strengthened with FRP laminates. Report for Oregon Department Of Transportation.
Diggikar, R., Mangalgi, S., & Harsoor, R. (2013, October). Behavior of RCC Beam with Rectangular opening Strengthened by CFRP and GFRP sheets. In International Conference on Recent Innovations in Civil Engineering (pp. 25-27).