[1] Miah, M. J., Lo Monte, F., Felicetti, R., Pimienta, P., Carré, H., & La Borderie, C. (2023). Impact of external biaxial compressive loading on the fire spalling behavior of normal-strength concrete.
Construction and Building Materials,
366, 130264.
https://doi.or g/10.1016/j.conbuildmat.2022.130264
[2] Liu, C., Zhou, B., Guo, X., Liu, C., & Wang, L. (2023). Analysis and prediction methods for the static properties of reinforced concrete beams under fire.
Structures,
47, 2319-2330.
https://doi.org/10.1016/j.istruc.2022.12.041
[3] Qin, H., Yang, J., Yan, K., Doh, J-H., Wang, K., & Zhang, X. (2021). Experimental research on the spalling behaviour of ultra-high performance concrete under fire conditions.
Construction and Building Materials,
303, 124464.
https://doi.org/10.1016/j.conbui ldmat.2021.124464
[4] Hasani, S. M. R., & Nematzadeh, M. (2022). Compressive Behavior and Durability of Concrete Containing Waste Aggregates as A Replacement of Coarse Aggregates and Marble Powder as a Replacement of Cement.
Quarterly Scientific Journal of Technical and Vocational University,
19(1), 83-105.
https://doi.org/10.48301/kssa.2022.314386.1831
[5] American Concrete Institute. (2014).
Building Code Requirements for Structural Concrete and Commentary (ACI 318-14). ACI.
https://www.concrete.org/store/productdetail. aspx?ItemID=318U14&Language=English&Units=US_Units
[6] Salami, M., Kobayashi, H., & Unjoh, S. (2005). Experimental and analytical study on RC deep beams.
Asian Journal Of Civil Engineering,
6(5), 409-421.
https://ajce.bhrc.ac. ir/Volumes-Issues/agentType/View/PropertyID/7675
[7] Russo, G., Venir, R., & Pauletta, M. (2005). Reinforced concrete deep beams-shear strength model and design formula.
American Concrete Institute Structural Journal,
102(3), 429.
https://trid.trb.org/View/756124
[8] Farghaly, A. S., & Benmokrane, B. (2013). Shear Behavior of FRP-Reinforced Concrete Deep Beams without Web Reinforcement.
Journal of Composites for Construction,
17(6), 04013015.
https://doi.org/10.1061/(ASCE)CC.1943-5614.0000385
[9] Abbas, Y. M., Tuken, A., & Siddiqui, N. A. (2022). Improving the structural behavior of shear-deficient RC deep beams using steel fibers: Experimental, numerical and probabilistic approach.
Journal of Building Engineering,
46, 103711.
https://doi.org/10.1016/j.jo be.2021.103711
[10] Mustafa, T. S., Beshara, F. B. A., Abd El-Maula, A. S., & Fathi, M. G. (2023). Strut-and-tie model for FRP effectiveness in shear strengthening of RC deep beams.
European Journal of Environmental and Civil Engineering,
27(1), 593-608.
https://doi.org/10. 1080/19648189.2022.2056248
[11] Kulkarni, S., & Halkude, S. (2022). Experimental Investigation on Hybrid Fibre-Reinforced Concrete Deep Beams.
Journal of algebraic statistics,
13(3), 2889-2897.
https://ww w.publishoa.com/index.php/journal/article/view/963
[12] Pochinok, V. P., Greshkina, E. V., & Tamov, M. M. (2022). Finite Element Modeling of Complexly Stressed Reinforced Concrete Structures. In N. Vatin, S. Roshchina, & D. Serdjuks (Eds.),
Proceedings of Materials Physics, Building Structures and Technologies in Construction, Industrial and Production Engineering 2021 (pp. 161-171). Springer International Publishing.
https://doi.org/10.1007/978-3-030-85236-8_13
[13] Alqarni, A. S., Albidah, A. S., & Abadel, A. A. (2022). Shear performance of reinforced concrete deep beams using different coarse aggregates under the effect of elevated temperatures.
Case Studies in Construction Materials,
16, e01087.
https://doi.org/1 0.1016/j.cscm.2022.e01087
[14] Fan, S., Tan, K. H., & Nguyen, M. P. (2018). Numerical Model to Determine Shear Capacity of Reinforced Concrete Deep Beams Exposed to Fire. In D. A. Hordijk & M. Luković (Eds.),
High Tech Concrete: Where Technology and Engineering Meet (pp. 1410-1419). Springer International Publishing.
https://doi.org/10.1007/978-3-319-59471-2_162
[15] Albu-Hassan, N. H., & Al-Thairy, H. (2020). Experimental and numerical investigation on the behavior of hybrid concrete beams reinforced with GFRP bars after exposure to elevated temperature.
Structures,
28, 537-551.
https://doi.org/10.1016/j.istruc.20 20.08.079
[16] Fan, S., Zhang, Y., & Tan, K. H. (2020). Experimental and analytical studies of reinforced concrete short beams at elevated temperatures.
Engineering Structures,
212, 110445.
https://doi.org/10.1016/j.engstruct.2020.110445
[17] Al-Rousan, R. Z. (2021). Impact of elevated temperature and anchored grooves on the shear behavior of reinforced concrete beams strengthened with CFRP composites.
Case Studies in Construction Materials,
14(2), e00487.
https://doi.org/10.1016/j.cscm.20 21.e00487
[18] Dabbaghi, F., Yang, T. Y., Tanhadoust, A., Emadi, S. B., Dehestani, M., & Yousefpour, H. (2022). Experimental and numerical investigation on post-fire seismic performance of light weight aggregate reinforced concrete beams.
Engineering Structures,
268(3), 114791.
https://doi.org/10.1016/j.engstruct.2022.114791
[19] Nassif, M. K., Erfan, A. M., Fadel, O. T., & El-sayed, T. A. (2021). Flexural behavior of high strength concrete deep beams reinforced with GFRP bars.
Case Studies in Construction Materials,
15, e00613.
https://doi.org/10.1016/j.cscm.2021.e00613
[20] Ibrahim, M., Wakjira, T., & Ebead, U. (2020). Shear strengthening of reinforced concrete deep beams using near-surface mounted hybrid carbon/glass fibre reinforced polymer strips.
Engineering Structures,
210, 110412.
https://doi.org/10.1016/j.engstruct.202 0.110412
[21] Hason, M. M., Hanoon, A. N., Saleem, S. J., Hejazi, F., & Al Zand, A. W. (2021). Characteristics of experimental ductility energy index of hybrid-CFRP reinforced concrete deep beams.
Springer Nature Applied Sciences,
3(2), 200.
https://doi.org/10.1007/s42452-021-0 4202-6
[22] Kumari, A., & Nayak, A. N. (2021). An experimental approach for strengthening of RC deep beams with web openings using GFRP fabrics and gas actuated fasteners.
Journal of Building Engineering,
35(1), 102027.
https://doi.org/10.1016/j.jobe.2020.102027
[23] Vakili, S. E., Homami, P., & Esfahani, M. R. (2019). Effect of fibers and hybrid fibers on the shear strength of lightweight concrete beams reinforced with GFRP bars.
Structures,
20(2), 290-297.
https://doi.org/10.1016/j.istruc.2019.04.006
[24] Nawaz, W., Abdalla, J. A., Hawileh, R. A., Alajmani, H. S., Abuzayed, I. H., Ataya, H., & Mohamed, H. A. (2019). Experimental study on the shear strength of reinforced concrete beams cast with Lava lightweight aggregates.
Archives of Civil and Mechanical Engineering,
19(4), 981-996.
https://doi.org/10.1016/j.acme.2019.05.003
[25] Alshannag, M. J., & Alshenawy, A. O. (2021). Enhancing the flexural performance of lightweight reinforced concrete beams exposed to elevated temperatures.
Ain Shams Engineering Journal,
12(3), 2575-2583.
https://doi.org/10.1016/j.asej.2020.12.020
[26] Nawaz, W., Elchalakani, M., Yehia, S., Xie, T., Liu, H., Yang, B., & Guo, X. (2023). Shear strengthening performance of GFRP reinforced lightweight SCC beams: Experimental and analytical study.
Engineering Structures,
278, 115545.
https://doi.org/10.1016/j .engstruct.2022.115545
[27] American Society for Testing and Materials. (2006).
Standard test method for sieve analysis of fine and coarse aggregates (ASTM C136-06). ASTM.
https://www.astm.org/c01 36-06.html
[28] American Society for Testing and Materials. (2012).
Standard Practice for Making and Curing Concrete Test Specimens in the Field (ASTM C31/C31M-10). ASTM.
https: //www.astm.org/c0031_c0031m-10.html
[29] American Society for Testing and Materials. (2019).
Standard Test Methods for Fire Tests of Building Construction and Materials (ASTM E119-18ce1). ASTM.
https://www. astm.org/e0119-18ce01.html
[30] Jeyashree, T. M., Kannan Rajkumar, P. R., & Satyanarayanan, K. S. (2022). Developments and research on fire response behaviour of prestressed concrete members – A review.
Journal of Building Engineering,
57(4), 104797.
https://doi.org/10.1016/j.jobe.202 2.104797
[31] Saleheen, Z., Krishnamoorthy, R. R., & Nadjai, A. (2022). A review on behavior, material properties and finite element simulation of concrete tunnel linings under fire.
Tunnelling and Underground Space Technology,
126, 104534.
https://doi.org/10.1016/j.tust.20 22.104534
[32] Moharrer, A., Gholhaki, M., Rezaeifar, O., & Kheyroddin, A. (2021). Examining the Impact of Magnetic Field on Compressive Strength of Cement Paste with Quartz Aggregate and Zeolite.
Quarterly Scientific Journal of Technical and Vocational University,
18(Special Issue 1), 151-166.
https://doi.org/10.48301/kssa.2021.132815
[33] Akca, A. H., & Özyurt, N. (2020). Post-fire mechanical behavior and recovery of structural reinforced concrete beams.
Construction and Building Materials,
253, 119188.
https ://doi.org/10.1016/j.conbuildmat.2020.119188
[34] Sen, R., Mariscal, D., & Shahawy, M. (1993). Investigation of S-2 glass/epoxy strands in concrete.
Special Publication,
138, 15-34.
https://www.concrete.org/restrictedcount ry.aspx
[35] Xu, X., & Zhao, Y. (2021). Corrosion-induced cracking propagation of RC beams subjected to different corrosion methods and load levels.
Construction and Building Materials,
286, 122913.
https://doi.org/10.1016/j.conbuildmat.2021.122913
[36] Shang, X-Y., Yu, J-T., Li, L-Z., & Lu, Z-D. (2020). Shear strengthening of fire damaged RC beams with stirrup reinforced engineered cementitious composites.
Engineering Structures,
210(1), 110263.
https://doi.org/10.1016/j.engstruct.2020.110263
[37] American Concrete Institute. (2011).
Building Code Requirements for Structural Concrete and Commentary (ACI 318-11). ACI.
https://www.concrete.org/store/productdetail. aspx?ItemID=318U11&Language=English&Units=US_Units
[38] Hussein, G., Sayed, S. H., Nasr, N. E., & Mostafa, A. M. (2018). Effect of loading and supporting area on shear strength and size effect of concrete deep beams.
Ain Shams Engineering Journal,
9(4), 2823-2831.
https://doi.org/10.1016/j.asej.2017.11.002
[39] Oh, J-K., & Shin, S-W. (2001). Shear strength of reinforced high-strength concrete deep beams.
Structural Journal,
98(2), 164-173.
https://www.researchgate.net/publicatio n/292665076_Shear_strength_of_reinforced_high-strength_concrete_deep_beams
[40] Arabzadeh, A., Rahaei, A., & Aghayari, R. (2009). A simple strut-and-tie model for prediction of ultimate shear strength of RC deep beams.
International Journal of Civil Engineering,
7(3), 141-153.
https://www.iust.ac.ir/ijce/article-1-285-en.html
[41] Abdulrahman, A. S., & Kadir, M. R. A. (2021). Behavior and flexural strength of fire-damaged high-strength reinforced rectangular concrete beams with tension or compression zones exposed to fire repaired with CFRP sheets.
Case Studies in Construction Materials,
15, e00779.
https://doi.org/10.1016/j.cscm.2021.e00779
[42] Ganasini, D., Effting, C., Schackow, A., & Gomes, I. R. (2022). High-Performance Concrete with Polypropylene Microfibers for Fire Safety.
American Concrete Institute Structural Journal,
119(4), 197-209.
https://doi.org/10.14359/51734652
[43] Anderberg, Y., & Thelandersson, S. (1976).
Stress and deformation characteristics of concrete at high temperatures. 2. Experimental investigation and material behaviour model. Lund Institute of Technology.
https://portal.research.lu.se/en/publications/stress-an d-deformation-characteristics-of-concrete-at-high-temper
