Nonlinear finite element analysis of steel fiber reinforced concrete beams subjected to impact loads
DOI:
https://doi.org/10.7764/RDLC.23.1.88Keywords:
steel fiber reinforced concrete, RC beam, impact load, nonlinear finite element analysis.Abstract
Steel fiber reinforced concrete, compared to the conventional concrete; is a composite building material that performs much better in terms of parameters such as ductility, energy absorption capacity, fracture toughness, fatigue resistance, and the use of steel fiber reinforced concrete (SFRC) in structures has become widespread. In this study, a nonlinear finite element model (FEM) has been developed that can represent the behavior of beams produced by using steel fiber concrete subjected to impact load. For this purpose, a finite element model of beam series produced with fiber-reinforced concrete obtained from the literature was created. The ABAQUS package program was used to create models simulating the behavior. Numerical results showed that the model could successfully capture the experimental results of beams selected from the literature. In addition to simulation, a parametric study was also performed to investigate the effect of stirrups, reinforcement ratio, and drop height on the behavior of SFRC beams under impact loads. The results of the parametric study showed that increasing the fiber ratio and reinforcement ratio positively affected the behavior of SFRC beams in terms of displacement recovery.Steel fiber reinforced concrete, compared to the conventional concrete; is a composite building material that performs much better in terms of parameters such as ductility, energy absorption capacity, fracture toughness, fatigue resistance, and the use of steel fiber reinforced concrete (SFRC) in structures has become widespread. In this study, a nonlinear finite element model (FEM) has been developed that can represent the behavior of beams produced by using steel fiber concrete subjected to impact load. For this purpose, a finite element model of beam series produced with fiber-reinforced concrete obtained from the literature was created. The ABAQUS package program was used to create models simulating the behavior. Numerical results showed that the model could successfully capture the experimental results of beams selected from the literature. In addition to simulation, a parametric study was also performed to investigate the effect of stirrups, reinforcement ratio, and drop height on the behavior of SFRC beams under impact loads. The results of the parametric study showed that increasing the fiber ratio and reinforcement ratio positively affected the behavior of SFRC beams in terms of displacement recovery.
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References
ABAQUS Research Edition. (2018). Abaqus Unified FEA. Dassault Systèmes SE: 10 rue Marcel Dassault CS 40501 78946 Vélizy-Villacoublay Cedex, France.
Altun F, Yılmaz C, Durmuş A, Kamuran A R I. Investigation of reinforced concrete and steel-fiber reinforced concrete beams under simple bending sub-jected to blast loading. Erciyes University Journal of the Institute of Science and Technology, 2006, 22(1), 112-120.
Baradan, B., Yazıcı, H., Aydın, S. (2012). Beton. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Yayınları, İzmir, Türkiye.
Birtel, V. A. M. P., & Mark, P. (2006, May). Parameterized finite element modelling of RC beam shear failure. In ABAQUS users’ conference (Vol. 14).
Casanova, P., & Rossi, P. (1997). Analysis and design of steel fiber reinforced concrete beams. Structural Journal, 94(5), 595-602.
Chen, Y., & May, I. M. (2009). Reinforced concrete members under drop-weight impacts. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 162(1), 45-56.
de Alencar Monteiro, V. M., Lima, L. R., & de Andrade Silva, F. (2018). On the mechanical behavior of polypropylene, steel and hybrid fiber reinforced self-consolidating concrete. Construction and Building Materials, 188, 280-291.
de Melo, F. M. C., de Jesus Cruz, A. C. A., de Souza Netto, L. D., & de Souza Simplício, M. A. (2021). Experimental study of bond between steel bars and hybrid fibers reinforced concrete. Construction and Building Materials, 275, 122176.
Demirtas, G., Caglar, N., & Sumer, Y. (2022). Nonlinear finite element analysis of ultra-high performance fiber reinforced concrete beams subjected to impact loads.
Dok, G., Caglar, N., Ilki, A., & Yilmaz, C. (2020, October). Effect of impact loading on residual flexural capacity of high-strength reinforced concrete beams. In Structures (Vol. 27, pp. 2466-2480). Elsevier.
Dok, G., Caglar, N., Ilki, A., & Yilmaz, C. (2021). Residual load bearing capacity and failure mechanism of impacted high-strength reinforced concrete shear beams. Engineering Failure Analysis, 121, 105185.
Earij, A., Alfano, G., Cashell, K., & Zhou, X. (2017). Nonlinear three–dimensional finite–element modelling of reinforced–concrete beams: Computational challenges and experimental validation. Engineering Failure Analysis, 82, 92-115.
Ezeldin, A. S., & Balaguru, P. N. (1992). Normal-and high-strength fiber-reinforced concrete under compression. Journal of materials in civil engineering, 4(4), 415-429.
Grime, G. (1934). The measurement of impact stresses in concrete. Proceedings of the Physical Society, 46(2), 196-203.
H. Wu, X. Zhuang, W. Zhang, Z. Zhao. Anisotropic ductile fracture: Experiments, modeling, and numerical simulations, Journal of Materials Research and Technology, 20: 833-856, 2022. https://doi.org/10.1016/j.jmrt.2022.07.128
Hibbitt H D, Karlsson B I, Sorensen E P. ABAQUS user’s manual. Providence (RI): Dassault Systemes Simulia Corp., 2013.
Jin, L., Zhang, R., Dou, G., Xu, J., & Du, X. (2018). Experimental and numerical study of reinforced concrete beams with steel fibers subjected to impact loading. International Journal of Damage Mechanics, 27(7), 1058-1083.
Kantar, E., Erdem, R. T., & Anıl, Ö. (2011). Nonlinear finite element analysis of impact behavior of concrete beam. Mathematical and Computational Applications, 16(1), 183-193.
Lee, J., & Fenves, G. L. (1998). Plastic-damage model for cyclic loading of concrete structures. Journal of engineering mechanics, 124(8), 892-900.
Li, H., Chen, W., Pham, T. M., & Hao, H. (2021). Analytical and numerical studies on impact force profile of RC beam under drop weight impact. Interna-tional Journal of Impact Engineering, 147, 103743.
Lubliner, J., Oliver, J., Oller, S., & Onate, E. (1989). A plastic-damage model for concrete. International Journal of solids and structures, 25(3), 299-326.
M. Badshah, S. Badshah, S. Jan. Comparison of computational fluid dynamics and fluid structure interaction models for the performance prediction of tidal current turbines, Journal of Ocean Engineering and Science 5, 164–172, 2020. https://doi.org/10.1016/j.joes.2019.10.001
Mander, J. B. (1983). Seismic design of bridge piers.
MC2010, F. I. B. (2013). CEB-FIB Model Code for Concrete Structures 2010. Lausanne: International Federation for Structural Concrete.
Meng, K., Xu, L., & Chi, Y. (2021). Experimental investigation on the mechanical behavior of hybrid steel-polypropylene fiber reinforced concrete under conventional triaxial cyclic compression. Construction and Building Materials, 291, 123262.
Najah, A. S. A. (2018). Experimental and analytical investigation on impact behavior of conventional and steel fiber reinforced concrete beams. Atılım University, Institute of Natural Sciences, PhD Thesis.
Naraganti, S. R., Pannem, R. M. R., & Putta, J. (2019). Impact resistance of hybrid fibre reinforced concrete containing sisal fibres. Ain shams engineering journal, 10(2), 297-305.
Saatci, S., & Vecchio, F. J. (2009). Effects of shear mechanisms on impact behavior of reinforced concrete beams. ACI structural Journal.
Saravanakumar, P., Sivakamidevi, M., Meena, K., & Yamini, S. P. (2021). An experimental study on hybrid fiber reinforced concrete beams subjected to torsion. Materials Today: Proceedings, 45, 6818-6821.
Shaaban, I. G., Said, M., Khan, S. U., Eissa, M., & Elrashidy, K. (2021, August). Experimental and theoretical behaviour of reinforced concrete beams containing hybrid fibres. In Structures (Vol. 32, pp. 2143-2160). Elsevier.
Serdar, A. H., Saribiyik, M., Demirtas, G., & Caglar, N. (2021). Çelik Fiber İlaveli Betonarme Kirişlerin Çarpma Yükleri Altındaki Davranışının Doğrusal Olmayan Analizi. Academic Perspective Procedia, 4(2), 214-221.
SETRA-AFGC – Bétons fibrés à ultra-hautes performances. UHPFRC. Recommendations provisoires. Interim Recommendations, January 2002.
Sivakumar, V., Karthik, K., Jachin, S. B., & Xavier, C. A. (2021). WITHDRAWN: Experimental investigation on strength properties of hybrid fibre rein-forced high strength concrete.
Tokgoz, S. (2015). Tests on plain and steel fiber concrete-filled stainless steel tubular columns. Journal of Constructional Steel Research, 114, 129-135.
Ulzurrun, G. S., & Zanuy, C. (2017). Enhancement of impact performance of reinforced concrete beams without stirrups by adding steel fibers. Construc-tion and building materials, 145, 166-182.
Vivas, J. C., & Zerbino, R. (2022). Compressive resistance level effect on impact performance of fi-ber reinforced concrete. Revista De La Construcción. Journal of Construction, 21(1), 135–144. https://doi.org/10.7764/RDLC.21.1.135.
Yoo, D. Y., & Banthia, N. (2017). Mechanical and structural behaviors of ultra-high-performance fiber-reinforced concrete subjected to impact and blast. Construction and building materials, 149, 416-431.
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