Enhanced Torsion Mechanism of Small-Scale Reinforced Concrete Beams with Spiral Transverse Reinforcement

Shereen Mahmoud, Ahmed Youssef, Hamed Salem

Abstract


The nonlinear torsional behaviour of small-scale reinforced concrete (RC) beams with continuous staggered spiral as transverse reinforcement stirrups is experimentally investigated. Twelve miniatures RC beams were tested under torsion load considering the closed shape of stirrups and compared with continuous staggered spiral ones. All miniatures beams were scaled down to be one-eighth the prototype beam size. The main parameters considered in this research are stirrup spacing and its configurations. Small scale RC beams were taken into account in the existing study because of their construction simplicity and financial feasibility. Mortar without coarse aggregate was applied instead of concrete to reduce the size effect of applying small scale models. Ongoing research trials have been carried out to obtain an efficacious approach to boost torsion failure mechanisms because brittle torsion failure of RC structural elements should be avoided. This study emphasized boosted torsion capacity, dissipated energy, and helical crack propagation. During testing, the primary cracking torsion moment, ultimate torsion moment, peak twist angle, and failure mechanism of the beams were inspected. The use of spiral stirrups showed great enhancement of the torsional behaviour of samples. It was observed that using spiral stirrups rather than closed stirrups could result in a substantial increase in torsion capacity and dissipated energy of 87.7% and 89.8%, respectively. As a result, the predicted capacities of the RC beams prototype were estimated in detail, taking account the scale down factor implemented by the authors. Values obtained based on international specifications and guidelines were used to compare the experimental results.

 

Doi: 10.28991/CEJ-2022-08-11-019

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Keywords


Reinforcement (RFT); Reinforced Concrete (RC); Small Scale Modelling (SSM); Torsion Mechanism.

References


Sheikh, S. A., & Toklucu, M. T. (1993). Reinforced concrete columns confined by circular spirals and hoops. ACI Structural Journal, 90(5), 542–553. doi:10.14359/3949.

Park, R., & Paulay, T. (1975). Reinforced Concrete Structures, John Wiley & Sons, Hoboken, United States. doi:10.1002/9780470172834.

Kani, G. N. J. (1966). Basic Facts Concerning Shear Failure. ACI Journal Proceedings, 63(6), 675–692. doi:10.14359/7644.

Carpinteri, A., & Corrado, M. (2010). Dimensional analysis approach to the plastic rotation capacity of over-reinforced concrete beams. Engineering Fracture Mechanics, 77(7), 1091–1100. doi:10.1016/j.engfracmech.2010.02.021.

Christianto, D., Makarim, C. A., Tavio, & Liucius, Y. U. (2020). Size effect on shear stress of concrete beam without coarse aggregate. Journal of Physics: Conference Series, 1477(5), 52043. doi:10.1088/1742-6596/1477/5/052043.

Al-Zaidaneen, H., Murad, Y., Jaber, M. A., & Shatarat, N. (2022). Shear Strength of Light-Weight Reinforced Concrete Beams with Continuous Rectangular Spiral Reinforcement. International Journal of Civil Engineering, 20(3), 291–303. doi:10.1007/s40999-021-00667-z.

MohamedSalih, M. M., & Yousif, A. R. (2022). Effect of type, amount and configuration of reinforcement in HSC box-girders reinforced with BFRP bars and steel stirrups under torsion-shear-bending. Ain Shams Engineering Journal, 13(6), 101787. doi:10.1016/j.asej.2022.101787.

Ibrahim, A., Askar, H. S., & El-Zoughiby, M. E. (2022). Experimental and Numerical Nonlinear Analysis of Hollow RC Beams Reinforced with Rectangular Spiral Stirrups under Torsion. Iranian Journal of Science and Technology - Transactions of Civil Engineering, 46(6), 4019–4029. doi:10.1007/s40996-022-00852-7.

Hussain, H. K., Zewair, M. S., & Ahmed, M. A. (2022). High Strength Concrete Beams Reinforced with Hooked Steel Fibers under Pure Torsion. Civil Engineering Journal (Iran), 8(1), 92–104. doi:10.28991/CEJ-2022-08-01-07.

Haroon, M., Koo, S., Shin, D., & Kim, C. (2021). Torsional behavior evaluation of reinforced concrete beams using artificial neural network. Applied Sciences (Switzerland), 11(10), 4465. doi:10.3390/app11104465.

Fawzy, K., & Farouk, M. A. (2021). Torsion Strengthening of RC Beams with External Lateral Pressure Using Steel Plates. Iranian Journal of Science and Technology - Transactions of Civil Engineering, 45(3), 1413–1425. doi:10.1007/s40996-020-00536-0.

Shatarat, N., Hunifat, R., Murad, Y., Katkhuda, H., & Abdel Jaber, M. (2020). Torsional capacity investigation of reinforced concrete beams with different configurations of welded and unwelded transverse reinforcement. Structural Concrete, 21(2), 484–500. doi:10.1002/suco.201900054.

Katkhuda, H. N., Shatarat, N. K., & AL-Rakhameen, A. A. (2019). Improving the Torsional Capacity of Reinforced Concrete Beams with Spiral Reinforcement. International Journal of Structural and Civil Engineering Research, 8(2), 113–118. doi:10.18178/ijscer.8.2.113-118.

Ibrahim, A., Askar, H. S., & El-Zoughiby, M. E. (2022). Torsional behavior of solid and hollow concrete beams reinforced with inclined spirals. Journal of King Saud University - Engineering Sciences, 34(5), 309–321. doi:10.1016/j.jksues.2020.10.008.

Joh, C., Kwahk, I., Lee, J., Yang, I. H., & Kim, B. S. (2019). Torsional behavior of high-strength concrete beams with minimum reinforcement ratio. Advances in Civil Engineering, 2019. doi:10.1155/2019/1432697.

Rashidi, M., & Takhtfiroozeh, H. (2017). The Evaluation of Torsional Strength in Reinforced Concrete Beam. Mechanics, Materials Science & Engineering Journal, 7. doi:10.13140/RG.2.2.16568.75521.

Abdel-kareem, A. H., & Salam, A. M. A. El. (2020). Experimental and Analytical Investigation of Reinforced Concrete Beams with Large Web Opening under Pure Torsion. International Journal of Advanced Engineering, Management and Science, 6(1), 18–33. doi:10.22161/ijaems.61.4.

Tudu, C. (2012). Study of torsional behaviour of rectangular reinforced concrete beams wrapped with GFRP. National Institute of technology, Rourkela, India.

Othman, I., Meleka, N., Heiza, khaled, & Nabil, A. (2021). Behavior of Reinforced Concrete Beams Strengthened By GFRP Composites Subjected to Combined Bending and Torsion – Experimental Study. ERJ. Engineering Research Journal, 44(3), 295–302. doi:10.21608/erjm.2021.78234.1098.

Jariwala, V. H., Patel, P. V., & Purohit, S. P. (2013). Strengthening of RC beams subjected to combined torsion and bending with GFRP composites. Procedia Engineering, 51, 282–289. doi:10.1016/j.proeng.2013.01.038.

Khalil, G. I., Debaiky, A. S., Makhlouf, M. H., & Ewis, E. A. E. S. (2017). Torsional behavior of reinforced concrete beams repaired or strengthened with transversal external post–tension elements. International Journal of Science Technology & Engineering, 4(4), 54-73.

Kandekar, S. B., & Talikoti, R. S. (2018). Study of torsional behavior of reinforced concrete beams strengthened with aramid fiber strips. International Journal of Advanced Structural Engineering, 10(4), 465–474. doi:10.1007/s40091-018-0208-y.

Habeeb Askandar, N., & Darweesh Mahmood, A. (2020). Torsional Strengthening of RC Beams with Near-Surface Mounted Steel Bars. Advances in Materials Science and Engineering, 2020, 1–11. doi:10.1155/2020/1492980.

Ghobarah, A., Ghorbel, M. N., & Chidiac, S. E. (2002). Upgrading Torsional Resistance of Reinforced Concrete Beams Using Fiber-Reinforced Polymer. Journal of Composites for Construction, 6(4), 257–263. doi:10.1061/(asce)1090-0268(2002)6:4(257).

ECP-203. (2020). Egyptian code for design and construction of reinforced concrete structures. National Housing and Building Research Center, Giza, Egypt.

ACI 318-08. (2008). Building Code Requirements for Structural Concrete and Commentary. American Concrete Institute, Farmington Hills. United States.

EN 1992-1-1. (2005). Eurocode 2: Design of Concrete Structures: General Rules and Rules for Buildings. In British Standard Institution. British Standard Institution, London, United Kingdom.

Noor, F. A., & Boswell, L. F. (1992). Small scale modelling of concrete structures. CRC Press, Boca Raton, United States. doi:10.1201/9781482286700.

JSCE No-15. (2007). Standard specifications for concrete structures-2007. Design. Japan Society of Civil Engineers, Tokyo, Japan.


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DOI: 10.28991/CEJ-2022-08-11-019

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