Identifying the Factors Affecting the Ranking of Reinforced Concrete Beams Using Multi-Criteria Decision-Making Approaches under Conditions of Uncertainty
Keywords:
Retrofitting, Reinforced concrete beams, UncertaintyAbstract
This research was carried out with the aim of identifying the effective factors in the construction of Reinforced Concrete (RC) beams. The current research was applied from the point of view of the objective and descriptive survey from the point of view. The statistical population of the research included all experts in the construction industry, from which 10 experts were selected for weighting and choosing the best strategy. In this research, data analysis was done using the Swaraphazi method to determine the weight of criteria, and the Electra method was used to choose the best strategy for reinforcing RC beams. The findings of the research showed that the order of importance of the criteria in the selection of reinforcement strategies for RC beams is as follows: time (C1) with a weight of 0.33 ranks first, cost with a weight of 0.22 (C4), high volume of operations (C5) with a weight of 0.15 ranks third, compatibility with climate (C2) with a weight of 0.1 in the fourth rank is the information of the employer, consultants and contractors (C3) with a weight of 0.062 in the fifth rank, the effectiveness of quality (C10) with a weight of 0.043 in the sixth rank, separation of the reinforcing page (C6) with a weight of 0.028 in the rank seventh, expert people (C7) with a weight of 0.019 in the eighth place, access to material C12 with a weight of 0.012 in the ninth place, the possibility of creating the required coverage C11 with a weight of 0.008 in the tenth place, the complexity of calculations C9 in the eleventh place and C8 transport were ranked 12th. Also, the results of Electra analysis showed that the best strategy for strengthening concrete beams was to use Glass Fiber Reinforced Polymer (GFRP) composites and to use Sisal Fiber Reinforced Polymer (SFRP)composite.
References
[1] Khatir, A., Capozucca, R., Khatir, S., Magagnini, E., Benaissa, B., & Cuong Le, T. (2024). An efficient improved gradient boosting for strain prediction in near-surface mounted fiber-reinforced polymer strengthened reinforced concrete beam. Frontiers of structural and civil engineering, 18(8), 1148–1168. DOI: 10.1007/s11709-024-1079-x
[2] Achudhan, D., & Vandhana, S. (2019). Strengthening and retrofitting of RC beams using fiber reinforced polymers. Materials today: proceedings, 16, 361–366. DOI: 10.1016/j.matpr.2019.05.102
[3] Saadah, M., Ashteyat, A., & Murad, Y. (2021). Shear strengthening of RC beams using side near surface mounted CFRP ropes and strips. Structures, 32, 380–390. DOI: 10.1016/j.istruc.2021.03.038
[4] Zignago, D., & Barbato, M. (2023). Numerical investigation of axial force–bending moment interaction for frp-confined reinforced concrete columns with internal steel transverse reinforcement. Journal of composites for construction, 27(2), 4023010. DOI: 10.1061/JCCOF2.CCENG-4031
[5] Al Ajarmeh, O. S., Manalo, A. C., Benmokrane, B., Karunasena, K., Ferdous, W., & Mendis, P. (2020). Hollow concrete columns: review of structural behavior and new designs using GFRP reinforcement. Engineering structures, 203, 109829. DOI: 10.1016/j.engstruct.2019.109829
[6] Ahaieva, O., Vegera, P., Karpiuk, V., & Posternak, O. (2023). Design reliability of the bearing capacity of the reinforced concrete structures on the shear. Proceedings of ecocomfort 2022 (pp. 1–15). Cham: Springer International Publishing. DOI: 10.1007/978-3-031-14141-6_1
[7] Akbari Hadad, H., Erickson, B., & Nanni, A. (2020). Flexural analysis and design of FRCM-strengthened RC beams. Construction and building materials, 244, 118371. DOI: 10.1016/j.conbuildmat.2020.118371
[8] Gangolu, A. R., Kunal, K., & Eligehausen, R. (2007). Shear strength of RC deep beams. Proceedings of the 6th international conference on fracture mechanics of concrete and concrete structures. (pp. 693–699). Didcot, UK: Taylor and Francis. https://www.researchgate.net/publication/286837210_Shear_strength_of_RC_deep_beams
[9] Nuruddin, M. F., Fauzi, A., Abdul Wahab, M. M., Shafiq, N., & Malkawi, A. B. (2017). Utilization of EAFD in concrete composite. Materials science forum. Materials & engineering, 894, 72–75. DOI: 10.4028/www.scientific.net/msf.894.72
[10] Appa Rao, G., & Sundaresan, R. (2012). Evaluation of size effect on shear strength of reinforced concrete deep beams using refined strut-and-tie model. Sadhana, 37(1), 89–105. DOI: 10.1007/s12046-012-0068-2
[11] Mannal, T. (2017). Shear behaviour of RC deep beams with openings strengthened with carbon fiber reinforced polymer. International journal of civil and environmental engineering, 11(8), 1138–1143. DOI: 10.5281/zenodo.1131916
[12] Aravind, N., & Samanta, A. K. (2023). Theoretical analysis on flexural strengthening of RC beams using GFRP composites in terms of strength to the weight ratio: A way forward. Materials today: proceedings. DOI: 10.1016/j.matpr.2023.04.210
[13] Chin, S. C., Shafiq, N., & Nuruddin, M. F. (2015). FRP as strengthening material for reinforced concrete beams with openings-A review. KSCE journal of civil engineering, 19(1), 213–219. DOI: 10.1007/s12205-011-0162-8
[14] Anwar, A., Ahmad, J., Khan, M. A., Ahmad, S., & Ahmad, S. A. (2014). Study of compressive strength of concrete by partial replacement of cement with marble dust powder. International journal of current engineering and technology, 4(6), 4162–4166. https://encr.pw/Qdj8b
[15] Osman, B. H., Wu, E., Ji, B., & S Abdelgader, A. M. (2016). A state of the art review on reinforced concrete beams with openings retrofitted with FRP. International journal of advanced structural engineering, 8(3), 253–267. DOI: 10.1007/s40091-016-0128-7
[16] Sun, Y., Fu, W., Chen, X., Zhang, Z., Yu, W., & Li, S. (2023). Theoretical and experimental investigations into flexural behavior of existing reinforced concrete beams strengthened by CFRP bars. Journal of building engineering, 77, 107528. DOI: 10.1016/j.jobe.2023.107528
[17] Toptancı, Ş., Gündoğdu, H. G., Korucuk, S., Aytekin, A., & Stević, Ž. (2023). Corporate sustainability strategy selection for a metropolitan municipality using a trapezoidal interval type-2 fuzzy SWARA–COPRAS framework. Soft computing. DOI: 10.1007/s00500-023-08800-x
[18] Denchev, Z., & Dencheva, N. V. (2012). Manufacturing and properties of aramid-reinforced composites. Carl hanser verlag gmbh & co. https://repositorium.uminho.pt/handle/1822/20395
[19] Mohammed, B. S., & Alanni, O. (2014). Shear capacity of RC beams with web openings strengthened with multi layers of CFRP. Applied mechanics and materials, 567, 494–498. DOI: 10.4028/www.scientific.net/amm.567.494
[20] Hussain, Q., & Pimanmas, A. (2015). Shear strengthening of RC deep beams with openings using sprayed glass fiber reinforced polymer composites (SGFRP): part 1. Experimental study. KSCE journal of civil engineering, 19(7), 2121–2133. DOI: 10.1007/s12205-015-0243-1