The Response of Reinforced Concrete Composite Beams Reinforced with Pultruded GFRP to Repeated Loads

Main Article Content

Teghreed H. Ibrahim
Abbas A. Allawi

Abstract

This paper investigates the experimental response of composite reinforced concrete with GFRP and steel I-sections under limited cycles of repeated load. The practical work included testing four beams. A reference beam, two composite beams with pultruded GFRP I-sections, and a composite beam with a steel I-beam were subjected to repeated loading. The repeated loading test started by loading gradually up to a maximum of 75% of the ultimate static failure load for five loading and unloading cycles. After that, the specimens were reloaded gradually until failure. All test specimens were tested under a three-point load. Experimental results showed that the ductility index increased for the composite beams relative to the reference specimen by 156.2% for a composite beam with GFRP with shear connectors, 148.6% for composite beams with GFRP without connectors, and 96% for the composite beam with a steel I-section.

Article Details

How to Cite
“The Response of Reinforced Concrete Composite Beams Reinforced with Pultruded GFRP to Repeated Loads” (2023) Journal of Engineering, 29(01), pp. 158–174. doi:10.31026/j.eng.2023.01.10.
Section
Articles

How to Cite

“The Response of Reinforced Concrete Composite Beams Reinforced with Pultruded GFRP to Repeated Loads” (2023) Journal of Engineering, 29(01), pp. 158–174. doi:10.31026/j.eng.2023.01.10.

Publication Dates

References

Abbas A. Allawi. 2017. “Behavior of Strengthened Composite Prestressed Concrete Girders under Static and Repeated Loading.” Advances in Civil Engineering 2017(December).

Abbas A. Allawi, Hussain Askar Jabir. 2016. “Response of Laced Reinforced Concrete One Way Slab to Repeated Loading.” Journal of Engineering 22(09): 36–54.

Allawi, Abbas A., and Safaa I. Ali. 2020. “Flexural Behavior of Composite GFRP Pultruded I-Section Beams under Static and Impact Loading.” Civil Engineering Journal (Iran) 6(11): 2143–58.

Aziz, Omar Qarani, and Bahman Omar Taha. 2013. “Flexure Behavior of High Strength Concrete (HSC) Beams Reinforced With Carbon Fiber Reinforced Polymer (CFRP) Rebars With and Without Chopped Carbon Fiber (CCF).” International Journal of Scientific Research in Knowledge 1(6): 123–39.

Enas M. Mahmood, Abbas A. Allawi and Ayman El-Zohairy. 2022. “Flexural Performance of Encased Pultruded GFRP I-Beam with High Strength Concrete under Static Loading.” materials 15(13): 1–20.

Fathuldeen, Saja Waleed, and Musab Aied Qissab. 2019. “Behavior of RC Beams Strengthened with NSM CFRP Strips under Flexural Repeated Loading.” Structural Engineering & Mechanics 70(1): 67–80.

Hadi, Muhammad N.S., and Jian Song Yuan. 2017. “Experimental Investigation of Composite Beams Reinforced with GFRP I-Beam and Steel Bars.” Construction and Building Materials 144: 462–74. http://dx.doi.org/10.1016/j.conbuildmat.2017.03.217.

Hasan, Haifaa dhamad, and Abbas A. Allawi. 2019. “Flexural Performance of Laced Reinforced Concrete Beams under Static and Fatigue Loads.” Journal of Engineering 25(10): 134–53.

Mohammed R. Khalaf, Ali Al-Ahmed. 2021. “Effect of Large Openings on the Behavior of Reinforced Concrete Continuous Deep Beams under Static and Repeated Load.” In E3S Web of Conferences, , 1–8.

Naaman AE, Jeong SM. 1995. “Structural Ductility of Concrete Beams Prestressed with FRP Tendons.” Proc., 2nd Int. RILEM Symp. (FRPRXS-2), Non-Metric (FRP) Reinforcement for Concrete Structures RILEM, Bag.

Oudah, Fadi, and Raafat El-Hacha. 2012. “A New Ductility Model of Reinforced Concrete Beams Strengthened Using Fiber Reinforced Polymer Reinforcement.” Composites Part B: Engineering 43(8): 3338–47. http://dx.doi.org/10.1016/j.compositesb.2012.01.071.

Safaa I. Ali, Abbas A. Allawi. 2021. “Effect of Web Stiffeners on The Flexural Behavior of Composite GFRP- Concrete Beam Under Impact Load.” Journal of Engineering 27(3): 73–92.

Shatha Dheyaa Mohammed, Nada Mahdi Fawzi. 2016. “Fire Flame Influence on the Behavior of Reinforced Concrete Beams Affected by Repeated Load.” Journal of Engineering 22(9): 206–23.

Sivagamasundari, R., and G. Kumaran. 2008. 2 The Open Civil Engineering Journal “A Comparative Study on the Flexural Behaviour of One-Way Concrete Slabs Reinforced with GFRP Reinforcements and Conventional Reinforcements When Subjected to Monotonic and Repeated Loading.”

Teghreed H. Ibrahim, Abbas A. Allawi, and Ayman El-Zohairy. 2022. “Experimental and FE Analysis of Composite RC Beams with Encased Pultruded GFRP I-Beam under Static Loads.” Advances in Structural Engineering: 1–17.

Teghreed H. Ibrahim, Abbas A. Allawi and Ayman El-Zohairy. 2022. “Impact Behavior of Composite Reinforced Concrete Beams with Pultruded I-GFRP Beam.” materials 15(2): 1–24.

Wang, H. and Belarbi, A. 2005. “Flexural Behavior of Fiber-Reinforced-Concrete Beams Reinforced with FRP Rebars.” ACI Structural Journal SP-230: 895–914.

Zhu, Haitang, Chuanchuan Li, Shengzhao Cheng, and Jiansong Yuan. 2022. “Flexural Performance of Concrete Beams Reinforced with Continuous FRP Bars and Discrete Steel Fibers under Cyclic Loads.” Polymers 14(7).