DOI QR코드

DOI QR Code

Torsional behavior of reinforced concrete plates under pure torsion

  • Ibraheem, Omer F. (Department of Civil Engineering, University of Tikrit) ;
  • Mukhlif, Osama A. (Department of Civil Engineering, University of Tikrit)
  • Received : 2020.06.06
  • Accepted : 2021.08.30
  • Published : 2021.09.25

Abstract

The present study investigated experimentally and numerically the behavior of reinforced concrete plates subjected to pure torsion. The main parameters examined were: steel reinforcement ratio or spacing and plate width. A pure torsion test was carried out on nine reinforced concrete plate with different dimensions and reinforcement. A 3D numerical analysis by the finite element method and a torsion theories were adopted for all specimens tested. The finite element results overestimate the cracking torque, accurate of ultimate torque. Skew-bending theory calculate the cracking torque more accurate compared to FE and other theories. Moreover, ACI318-14 building code is unconservative for cracking torque, conservative of ultimate torque.

Keywords

References

  1. ACI Committee 318 (2014), Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, Farmington Hills, MI, USA.
  2. Al-Azzawi, A. and Abed, S.A. (2017), "Investigation of the behavior of reinforced concrete hollow-core thick slabs", Comput. Concrete, 19(5), 567-577. https://doi.org/10.12989/cac.2017.19.5.567.
  3. Ameli, M., Ronagh, H.R. and Dux, P.F. (2007), "Behavior of FRP strengthened reinforced concrete beams under torsion", Compos. Constr., 11(2), 192-200. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:2(192).
  4. ANSYS Program (2018), ANSYS Manual Help, Version 18.1.
  5. Chalioris, C.E. (2006), "Experimental study of the torsion of reinforced concrete members", Struct. Eng. Mech., 23(6), 713-737. https://doi.org/10.12989/sem.2006.23.6.713.
  6. Chen, S., Ye, Y., Guo, Q., Cheng, S. and Diao, B. (2016), "Nonlinear model to predict the torsional response of U-shaped thin-walled RC members", Struct. Eng. Mech., 60(6), 1039-1061. https://doi.org/10.12989/sem.2016.60.6.1039.
  7. Genikomsoua, A. and Polakb, M.A. (2017), "Finite element simulation of concrete slabs with various placement and amount of shear bolts", International Conference on Analytical Models and New Concepts in Concrete and Masonry Structures AMCM'2017.
  8. Hsu, T.T.C. and Mo, Y.L. (2010), Unified Theory of Concrete Structures, 1st Edition, John Wiley & Sons, Ltd.
  9. Ibraheem, O.F., Abu Bakar, B.H. and Johari, I. (2014), "Fiber reinforced concrete L-beams under combined loading", Comput. Concrete, 14(1), 1-18. https://doi.org/10.12989/cac.2014.14.1.001.
  10. Joh, C., Kwahk, I., Lee, J., Yang, I. and Kim, B. (2019), "Torsional behavior of high-strength concrete beams with minimum reinforcement ratio", Adv. Civil Eng., 1-11. https://doi.org/10.1155/2019/1432697.
  11. Kachlakev, D., Miller, T. and Yim, S. (2001), "Finite element modeling of reinforced concrete structures strengthened with FRP laminates", Final Report SPR 316, Oregon Dept. of Transp., USA.
  12. Lopes, A.V., Lopes, S.M.R. and Carmo, R.N.F. (2013), "Stiffness of reinforced concrete slabs subjected to torsion", Mater. Struct., 47, 227-238. https://doi.org/10.1617/s11527-013-0057-x.
  13. Mahmoud, K., Anand, P. and El-Salakawy, E. (2018), "3-D finite element modelling of prestressed hollow-core slabs strengthened with near surface mounted CFRP strips", Comput. Concrete, 21(6), 607-622. https://doi.org/10.12989/cac.2018.21.6.607.
  14. Metwally, I.M. (2014), "Three-dimensional finite element analysis of reinforced concrete slabs strengthened with epoxy-bonded steel plates", Adv. Concrete Constr., 2(2), 91-108. http://doi.org/10.12989/acc.2014.2.2.091.
  15. Mohammed, T.J., Abu Bakar, B.H., Muhamad Bunnori, N. and Ibraheem, O.F. (2015), "Finite element analysis of longitudinal reinforcement beams with UHPFC under torsion", Comput. Concrete, 16(1), 01-16. http://doi.org/10.12989/cac.2015.16.1.001.
  16. Montava, I., Irles, R., Segura, J., Gadea, J.M. and Julia, E. (2019), "Numerical simulation of steel reinforced concrete (SRC)", Metal., 9(2), 131. https://doi.org/10.3390/met9020131.
  17. Mostofinejad, D. and Talaeitaba, S.B. (2011), "Nonlinear modeling of RC beams subjected to torsion using the smeared crack model", Procedia Eng., 14, 1447-1454. https://doi.org/10.1016/j.proeng.2011.07.182.
  18. Moulika, D.N., Vasireddy, R. and Raju, P.P. (2017), "Modelling and analysis of reinforced concrete beam under flexure using ANSYS", Int. J. Civil Eng., 8(3), 1103-1111.
  19. Naderpour, H. and Mirrashid, M. (2020), "Evaluation and verification of finite element analytical models in reinforced concrete members", Iran J. Sci. Technol., 44(2), 463-480. https://doi.org/10.1007/s40996-019-00240-8.
  20. Nguyen, M. and Pham, P. (2017), "An investigation on the behavior and stiffness of reinforced concrete slabs subjected to torsion", The IOP Conference Series: Materials science and Engineering.
  21. Nguyen, M.C.T., Pham, P.T. and Vuong, N.L. (2016), "An experimental study on torsional stiffness of reinforced concrete slab", The 7th International Conference of Asian Concrete Federation, Hanoi, Vietnam.
  22. Nilson, A.H., Darwin, D. and Dolan, C.W. (2010), Design of Concrete Structures, McGraw-Hill Companies, New York, USA.
  23. Sakka, Z. and Gilbert, R. (2018), "Numerical investigation on the structural behavior of two-way slabs reinforced with low ductility steel", Struct. Eng. Mech., 65(3), 223-231. https://doi.org/10.12989/sem.2018.65.3.223.
  24. Skarzynskia, L., Marzec, I. and Tejchman, J. (2017), "Experiments and numerical analyses for composite RC-EPS slabs", Comput. Concrete, 20(6), 689-704. https://doi.org/10.12989/cac.2017.20.6.689.
  25. Tjitradi, D., Eliatun, E. and Taufik, S. (2017), "3D ANSYS numerical modeling of reinforced concrete beam behavior under different collapsed mechanisms", Int. J. Mech. Appl., 7(1), 14-23. https://doi.org/10.5923/j.mechanics.20170701.02.