Analysis on Mechanical Properties of FRP Constrained Concrete Core Reinforcement Under Cyclic Load

Authors

  • Tong Zhenlong 1) School of Civil Engineering, Zhengzhou College of Finance and Economics, Zhengzhou Henan 450044, China 2) Zhengzhou Engineering Research Center of Construction Asset Management Information, Zhengzhou Henan 450000, China
  • Wu Zenglin 1) School of Civil Engineering, Zhengzhou College of Finance and Economics, Zhengzhou Henan 450044, China 2) Zhengzhou Engineering Research Center of Construction Asset Management Information, Zhengzhou Henan 450000, China
  • Yang Dongyu 1) School of Civil Engineering, Zhengzhou College of Finance and Economics, Zhengzhou Henan 450044, China 2) Zhengzhou Engineering Research Center of Construction Asset Management Information, Zhengzhou Henan 450000, China
  • Han Zhongya 1) School of Civil Engineering, Zhengzhou College of Finance and Economics, Zhengzhou Henan 450044, China 2) Zhengzhou Engineering Research Center of Construction Asset Management Information, Zhengzhou Henan 450000, China

DOI:

https://doi.org/10.13052/ejcm2642-2085.3263

Keywords:

FRP constraint, cyclic load, concrete core, seismic performance

Abstract

This article aims to analyse the mechanical properties of FRP confined concrete core rods under cyclic loading. By observing the behaviour characteristics of FRP confined concrete core rods under different cyclic loads, the influence of FRP confinement on concrete cyclic loading is analysed. Based on theoretical analysis, this article establishes a corresponding mechanical model and analyses the response mechanism of FRP constraints to concrete cyclic loads through simulation calculations. Through experimental research and theoretical analysis, it is possible to fully understand the performance of new composite structural materials. The research results of this article indicate that the confinement of FRP bars can significantly improve the compressive strength of concrete specimens. At a constraint ratio of 20%, the compressive strength of the specimen increased by 30% compared to the unconstrained ratio; At 40%, the compressive strength increased by 50%, therefore, FRP confinement can significantly improve the ductility of concrete and reduce fatigue damage under cyclic loading. Through this research method, important evidence can be provided for the application of concrete in practical engineering.

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Author Biographies

Tong Zhenlong, 1) School of Civil Engineering, Zhengzhou College of Finance and Economics, Zhengzhou Henan 450044, China 2) Zhengzhou Engineering Research Center of Construction Asset Management Information, Zhengzhou Henan 450000, China

Tong Zhenlong received the bachelor’s degree in engineering from Zhengzhou University in 2009, the master’s degree in engineering from Henan University of Science and Technology in 2019. He is currently working as an Associate Professor at the School of Civil Engineering Zhengzhou College of Finance and Economics. His research areas and directions include mechanics, BIM technology, carbon emissions.

Wu Zenglin, 1) School of Civil Engineering, Zhengzhou College of Finance and Economics, Zhengzhou Henan 450044, China 2) Zhengzhou Engineering Research Center of Construction Asset Management Information, Zhengzhou Henan 450000, China

Wu Zenglin received the bachelor’s degree in engineering from Xinyang Normal University in 2014, the master’s degree in engineering from China Three Gorges University in 2017. She is currently working as a lecturer at the School of Civil Engineering Zhengzhou College of Finance and Economics. Her research areas and directions include mechanics, BIM technology, reinforcement and treatment of ground.

Yang Dongyu, 1) School of Civil Engineering, Zhengzhou College of Finance and Economics, Zhengzhou Henan 450044, China 2) Zhengzhou Engineering Research Center of Construction Asset Management Information, Zhengzhou Henan 450000, China

Yang Dongyu received the bachelor’s degree in engineering from Pingdingshan Institute of Technology in 2008, the master’s degree in engineering from Qingdao University of Technology in 2010. He is currently working as an Associate Professor at the School of Civil Engineering Zhengzhou College of Finance and Economics. His research areas and directions include urban informatization modeling, optimization of water supply and drainage network.

Han Zhongya, 1) School of Civil Engineering, Zhengzhou College of Finance and Economics, Zhengzhou Henan 450044, China 2) Zhengzhou Engineering Research Center of Construction Asset Management Information, Zhengzhou Henan 450000, China

Han Zhongya received the bachelor’s degree in engineering from Henan University of Economics and Law in 2016, the master’s degree in engineering from Zhengzhou University in 2019. She is currently working as a lecturer at the School of Civil Engineering Zhengzhou College of Finance and Economics. Her research areas and directions include mechanics, BIM technology, intelligent construction.

References

Wang, Y., Cai, G., Li, Y., Waldmann, D., Si Larbi, A., and Tsavdaridis, K. D. (2019). Behavior of circular fiber-reinforced polymer–steel-confined concrete columns subjected to reversed cyclic loads: experimental studies and finite-element analysis. Journal of Structural Engineering, 145(9), 04019085.

De Luca, A., Nardone, F., Matta, F., Nanni, A., Lignola, G. P., and Prota, A. (2011). Structural evaluation of full-scale FRP-confined reinforced concrete columns. Journal of Composites for Construction, 15(1), 112–123.

Aykanat, B., Arslan, M., and En, A. (2023). Effects of different wall openings on the cyclic behavior of aerated concrete block infilled rc frames. Periodica Polytechnica Civil Engineering.

Zhang, Y., Wei, Y., Miao, K., and Li, B. (2022). A novel seawater and sea sand concrete-filled FRP-carbon steel composite tube column: Cyclic axial compression behaviour and modelling. Engineering Structures, 252, 113531.

Xu, Z., Maria, A., Chelli, K., Premare, T. D. D., Bilbao, X., Petit, C., Zoumboulis-Airey, R., Moulitsas, I., Teschner, T., Asif, S., and Li, J. (2023). Vortex and Core Detection using Computer Vision and Machine Learning Methods. European Journal of Computational Mechanics, 32(05), 467–494.

Chellapandian, M., Jain, S., Suriya Prakash, S., and Sharma, A. (2019). Effect of cyclic damage on the performance of RC square columns strengthened using hybrid FRP composites under axial compression. Fibers, 7(10), 90.

Zhou, Y., Hu, J., Li, M., Sui, L., and Qing, F. (2016). FRP-confined recycled coarse aggregate concrete: Experimental investigation and model comparison. Polymers, 8(10), 375.

Chen, Z., Dong, S., and Du, Y. (2021). Experimental study and numerical analysis on seismic performance of FRP confined high-strength rectangular concrete-filled steel tube columns. Thin-Walled Structures, 162, 107560.

Li, S., Chan, T. M., and Young, B. (2022). Mechanical analysis and finite element modeling of FRP-ECC-HSC composite stub column under axial compression. Journal of Building Engineering, 62, 105212.

Zhang, Z., Wang, J., Niu, J., Zhou, J., and Wang, J. (2023). Experimental study on the mechanical properties of concrete canvas and CFRP jointly confined circular concrete columns under axial compression. Construction and Building Materials, 385, 130800.

Yu, F., Guan, Y., Fang, Y., and Li, D. (2021). Experimental and Numerical Investigations of PVC-FRP Confined Concrete Column-RC Beam Joint Reinforced with Core Steel Tube under Axial Load. KSCE Journal of Civil Engineering, 25, 4671–4685.

He, K., Chen, Y., and Yan, Y. (2020). Axial mechanical properties of concrete-filled GFRP tubular hollow composite columns. Composite Structures, 243, 112174.

Wang, J., Zhang, Z. H., Niu, J. G., Li, J. J., and Xu, W. M. (2023, March). Mechanical properties of short concrete columns reinforced with carbon fiber reinforced composite strips and concrete canvas under axial compression based on acoustic emission. In Structures (Vol. 49, pp. 365-376). Elsevier.

AlNajmi, L., and Abed, F. (2020). Evaluation of FRP bars under compression and their performance in RC columns. Materials, 13(20), 4541.

Saimi, A., Bensaid, I., Khouani, B., Mazari, M. Y., Houalef, I. E., and Cheikh, A. (2023). A Novel Differential Quadrature Galerkin Method for Dynamic and Stability Behaviour of Bi-directional Functionally Graded Porous Micro Beams. European Journal of Computational Mechanics, 32(04), 393–440.

Pei, W., Wang, D., Wang, X., and Wang, Z. (2021). Axial monotonic and cyclic compressive behavior of square GFRP tube–confined steel-reinforced concrete composite columns. Advances in Structural Engineering, 24(1), 25-41.

Feng, C., Yu, F., and Fang, Y. (2021, June). Mechanical behavior of PVC tube confined concrete and PVC-FRP confined concrete: A review. In Structures (Vol. 31, pp. 613–635). Elsevier.

Raza, A., Khan, Q. U. Z., and Ahmad, A. (2020). Prediction of axial compressive strength for FRP-confined concrete compression members. KSCE Journal of Civil Engineering, 24(7), 2099–2109.

Parvin, A., and Raad, J. (2018). Internal and external reinforcement of concrete members by use of shape memory alloy and fiber reinforced polymers under cyclic loading—A review. Polymers, 10(4), 376.

Al-Rousan, R. Z. (2022). Cyclic behavior of alkali-silica reaction-damaged reinforced concrete beam-column joints strengthened with FRP composites. Case Studies in Construction Materials, 16, e00869.

Chen, W., Xu, J., Dong, M., Yu, Y., Elchalakani, M., and Zhang, F. (2021). Data-driven analysis on ultimate axial strain of FRP-confined concrete cylinders based on explicit and implicit algorithms. Composite Structures, 268, 113904.

Kevin, A., Akbar, M., Gunawan, L., Aulia, D. K., Agung, R., Rawikara, S. S., Sasongko, R. A., and Widagdo, D. (2023). Evaluation of Piezoelectric-based Composite for Actuator Application via FEM with Thermal Analogy. European Journal of Computational Mechanics, 32(05), 495–518.

Jawdhari, A., Adheem, A. H., and Kadhim, M. M. (2020). Parametric 3D finite element analysis of FRCM-confined RC columns under eccentric loading. Engineering Structures, 212, 110504.

Abdelazim, W., Mohamed, H. M., Afifi, M. Z., and Benmokrane, B. (2020). Proposed slenderness limit for glass fiber-reinforced polymer-reinforced concrete columns based on experiments and buckling analysis. ACI Structural Journal, 117(1), 241–254.

Jirawattanasomkul, T., Likitlersuang, S., Wuttiwannasak, N., Ueda, T., Zhang, D., and Voravutvityaruk, T. (2020). Effects of heat treatment on mechanical properties of Jute fiber–reinforced polymer composites for concrete confinement. Journal of Materials in Civil Engineering, 32(12), 04020363.

Ali, A. M., and Masmoudi, R. (2020). Composite action assessment of concrete-filled FRP tubes subjected to flexural cyclic load. Engineering Structures, 203, 109889.

Tian, H., Zhou, Z., Wei, Y., and Wang, Y. (2021). Behavior of FRP-confined ultra-high performance concrete under eccentric compression. Composite Structures, 256, 113040.

Yu, F., Wang, J., Wang, Y., Li, Z., Fang, Y., and Qin, Y. (2022). Flexural Capacity of Fiber-Reinforced Polymer-Confined Concrete Column–Ring Beam Exterior Joints under Low Cyclic Loading. Journal of Composites for Construction, 26(4), 04022041.

Raza, A., El Ouni, M. H., Ali, L., Awais, M., Ali, B., Ahmad, Z., and Kahla, N. B. (2022). Structural evaluation of recycled aggregate concrete circular columns having FRP rebars and synthetic fibers. Engineering Structures, 250, 113392.

Du, Y., Fu, M., Chen, Z., Yan, J. B., and Zheng, Z. (2022, February). Axial compressive behavior of CFRP confined rectangular CFT columns using high-strength materials: Numerical analysis and carrying capacity model. In Structures (Vol. 36, pp. 997-1020). Elsevier.

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Published

2024-02-24

How to Cite

Zhenlong, T. ., Zenglin, W. ., Dongyu, Y. ., & Zhongya, H. . (2024). Analysis on Mechanical Properties of FRP Constrained Concrete Core Reinforcement Under Cyclic Load. European Journal of Computational Mechanics, 32(06), 567–588. https://doi.org/10.13052/ejcm2642-2085.3263

Issue

2023: Vol 32 Iss 6

Section

Data-Driven Modeling and Simulation – Theory, Methods & Applications