Improving bonding performance of PCM-concrete interface under elevated temperatures by using different adhesives

References

• Zhu X, Abe H, Hayashi D, et al. Behavioral characteristics of RC beams with non-uniform corrosion along the reinforcement. J Intell Constr. 2023;1:9180019.
   Google Scholar
• Gong F, Sun X, Takahashi Y, et al. Computational modeling of combined frost damage and alkali–silica reaction on the durability and fatigue life of RC bridge decks. J Intell Constr. 2023;1:9180001.
   Google Scholar
• Sun X, Wang S, Jin J, et al. Computational methods of mass transport in concrete under stress and crack conditions: a review. J Intell Constr. 2023;1:9180015.
   Google Scholar
• Wang Z, Gong F, Maekawa K. Multi-scale and multi-chemo–physics lifecycle evaluation of structural concrete under environmental and mechanical impacts. J Intell Constr. 2023;1:9180003.
   Google Scholar
• Li P, Wang H, Nie D, et al. A method to analyze the long-term durability performance of underground reinforced concrete culvert structures under coupled mechanical and environmental loads. J Intell Constr. 2023;1:9180011.
   Google Scholar
• Zhou J, Wang L. Repair of fire-damaged reinforced concrete members with axial load: a review. Sustainability. 2019;11(4):963. doi: 10.3390/su11040963.
   Web of Science ®Google Scholar
• Liu X, Wang N, Wang Z. Effects of the absorber, thickness and surface roughness on the electromagnetic wave absorption characteristics of magnesium phosphate cement. Constr Build Mater. 2022;344:128149. doi: 10.1016/j.conbuildmat.2022.128149.
   Web of Science ®Google Scholar
• Ohama Y, Masahiro O. Recent trends in research and development activities of polymer-modified paste, mortar and concrete in Japan. AMR. 2013;687:26–34. doi: 10.4028/www.scientific.net/AMR.687.26.
   Google Scholar
• Wang R, Wang P-M, Li X-G. Physical and mechanical properties of styrene–butadiene rubber emulsion modified cement mortars. Cem Concr Res. 2005;35(5):900–906. doi: 10.1016/j.cemconres.2004.07.012.
   Web of Science ®Google Scholar
• Al-Zahrani MM, Maslehuddin M, Al-Dulaijan SU, et al. Mechanical properties and durability characteristics of polymer- and cement-based repair materials. Cem Concr Compos. 2003;25(4-5):527–537. doi: 10.1016/S0958-9465(02)00092-6.
   Web of Science ®Google Scholar
• Monteny J, De Belie N, Vincke E, et al. Chemical and microbiological tests to simulate sulfuric acid corrosion of polymer-modified concrete. Cem Concr Res. 2001;31(9):1359–1365. doi: 10.1016/S0008-8846(01)00565-8.
   Web of Science ®Google Scholar
• Brien JV, Mahboub KC. Influence of polymer type on adhesion performance of a blended cement mortar. Int J Adhes Adhes. 2013;43:7–13. doi: 10.1016/j.ijadhadh.2013.01.007.
   Web of Science ®Google Scholar
• Mizan MH, Ueda T, Matsumoto K. Enhancement of the concrete-PCM interfacial bonding strength using silica fume. Constr Build Mater. 2020;259:119774. doi: 10.1016/j.conbuildmat.2020.119774.
   Web of Science ®Google Scholar
• Sakai E, Sugita J. Composite mechanism of polymer modified cement. Cem Concr Res. 1995;25(1):127–135. doi: 10.1016/0008-8846(94)00120-N.
   Web of Science ®Google Scholar
• Dai H, Wang B, Zhang J, et al. Study of the interfacial bond behavior between CFRP grid–PCM reinforcing layer and concrete via a simplified mechanical model. Materials. 2021;14(22):7053. doi: 10.3390/ma14227053.
   PubMed Web of Science ®Google Scholar
• Won J-P, Kang H-B, Lee S-J, et al. Eco-friendly fireproof high-strength polymer cementitious composites. Constr Build Mater. 2012;30:406–412. doi: 10.1016/j.conbuildmat.2011.12.034.
   Web of Science ®Google Scholar
• Qiao Y, Deliwala JK, Chakravarthula SS, et al. High-temperature tensile properties of a polymer intercalated/exfoliated cement. Mater Lett. 2005;59(28):3616–3619. doi: 10.1016/j.matlet.2005.07.003.
   Web of Science ®Google Scholar
• Won J-P, Choi S-W, Park C-G, et al. High strength polymer-modified repair cementitious composite for fire protection. Polym Polym Compos. 2007;15(5):379–388. doi: 10.1177/096739110701500505.
   Web of Science ®Google Scholar
• Kim H-J, Park J-Y, Suh H-W, et al. Mechanical degradation and thermal decomposition of ethylene-vinyl acetate (EVA) polymer-modified cement mortar (PCM) exposed to high-temperature. Sustainability. 2019;11(2):500. doi: 10.3390/su11020500.
   Web of Science ®Google Scholar
• Ohama Y, Kokubun Y, Shirai A. Fire-protecting performance of polymer-modified mortars for buildings and proposal for fire-protecting performance test methods for them. J Struct Constr Eng Trans AIJ. 2008;73:1449–1457. doi: 10.3130/aijs.73.1449.
   Google Scholar
• Zhang D, Ueda T, Furuuchi H. Intermediate crack debonding of polymer cement mortar overlay-strengthened RC beam. J Mater Civ Eng. 2011;23(6):857–865. doi: 10.1061/(ASCE)MT.1943-5533.0000240.
   Web of Science ®Google Scholar
• Satoh K, Kodama K. Central peeling failure behavior of polymer cement mortar retrofitting of reinforced concrete beams. J Mater Civ Eng. 2005;17(2):126–136. doi: 10.1061/(ASCE)0899-1561(2005)17:2(126).
   Web of Science ®Google Scholar
• Zhang D, Ueda T, Furuuchi H. Concrete cover separation failure of overlay-strengthened reinforced concrete beams. Constr Build Mater. 2012;26(1):735–745. doi: 10.1016/j.conbuildmat.2011.06.082.
   Web of Science ®Google Scholar
• J.M.L. dos Reis. Effect of temperature on the mechanical properties of polymer mortars. Mater Res. 2012;15:645–649. doi: 10.1590/S1516-14392012005000091.
   Web of Science ®Google Scholar
• Rashid K, Wang Y, Ueda T. Influence of continuous and cyclic temperature durations on the performance of polymer cement mortar and its composite with concrete. Compos Struct. 2019;215:214–225. doi: 10.1016/j.compstruct.2019.02.057.
   Web of Science ®Google Scholar
• Rashid K, Zhang D, Ueda T, et al. Investigation on concrete-PCM interface under elevated temperature: at material level and member level. Constr Build Mater. 2016;125:465–478. doi: 10.1016/j.conbuildmat.2016.08.067.
   Web of Science ®Google Scholar
• Rashid K, Ahmad M, Ueda T, et al. Experimental investigation of the bond strength between new to old concrete using different adhesive layers. Constr Build Mater. 2020;249:118798. doi: 10.1016/j.conbuildmat.2020.118798.
   Web of Science ®Google Scholar
• Saccani A, Magnaghi V. Durability of epoxy resin-based materials for the repair of damaged cementitious composites. Cem Concr Res. 1999;29(1):95–98. doi: 10.1016/S0008-8846(98)00176-8.
   Web of Science ®Google Scholar
• Frigione M, Aiello MA, Naddeo C. Water effects on the bond strength of concrete/concrete adhesive joints. Constr Build Mater. 2006;20(10):957–970. doi: 10.1016/j.conbuildmat.2005.06.015.
   Web of Science ®Google Scholar
• Tadeu AJB, Branco FJFG. Shear tests of steel plates epoxy-bonded to concrete under temperature. J Mater Civ Eng. 2000;12(1):74–80. doi: 10.1061/(ASCE)0899-1561(2000)12:1(74).
   Web of Science ®Google Scholar
• Modesti LA, Vargas ASd, Schneider EL. Repairing concrete with epoxy adhesives. Int J Adhes Adhes. 2020;101:102645. doi: 10.1016/j.ijadhadh.2020.102645.
   Web of Science ®Google Scholar
• Yeon J, Song Y, Kim KK, et al. Effects of epoxy adhesive layer thickness on bond strength of joints in concrete structures. Materials. 2019;12(15):2396. doi: 10.3390/ma12152396.
   PubMed Web of Science ®Google Scholar
• Wang J, GangaRao H, Liang R, et al. Durability and prediction models of fiber-reinforced polymer composites under various environmental conditions: a critical review. J Reinf Plast Compos. 2016;35(3):179–211. doi: 10.1177/0731684415610920.
   Web of Science ®Google Scholar
• Sen R. Developments in the durability of FRP-concrete bond. Constr Build Mater. 2015;78:112–125. doi: 10.1016/j.conbuildmat.2014.12.106.
   Web of Science ®Google Scholar
• Deng J, Qin Y, Li X, et al. Investigation of the CFRP-concrete interfacial performance under adhesive curing using the PZT-based wave propagation technique. Constr Build Mater. 2024;418:135375. doi: 10.1016/j.conbuildmat.2024.135375.
   Web of Science ®Google Scholar
• Kotynia R. Bond between FRP and concrete in reinforced concrete beams strengthened with near surface mounted and externally bonded reinforcement. Constr Build Mater. 2012;32:41–54. doi: 10.1016/j.conbuildmat.2010.11.104.
   Web of Science ®Google Scholar
• Li Y, Liu X, Wu M. Mechanical properties of FRP-strengthened concrete at elevated temperature. Constr Build Mater. 2017;134:424–432. doi: 10.1016/j.conbuildmat.2016.12.148.
   Web of Science ®Google Scholar
• Mukhtar FM, Faysal RM. A review of test methods for studying the FRP-concrete interfacial bond behavior. Constr Build Mater. 2018;169:877–887. doi: 10.1016/j.conbuildmat.2018.02.163.
   Web of Science ®Google Scholar
• ACI 211.4R. Guide for selecting proportions for high-strength concrete with Portland cement and Fly Ash. Farmington Hills (MI): ACI Comm 211; 1998.
   Google Scholar
• Hu B, Meng T-F, Li Y, et al. Dynamic splitting tensile bond behavior of new-to-old concrete interfaces. Constr Build Mater. 2021;281:122570. doi: 10.1016/j.conbuildmat.2021.122570.
   Web of Science ®Google Scholar
• GB/T 50081. Standard for test method of mechanical properties on ordinary concrete.Beijing: Standard Press of China; 2002.
   Google Scholar
• Biswas M, Kelsey RG. Failure model of polymer mortar. J Eng Mech. 1991;117(5):1088–1104. doi: 10.1061/(ASCE)0733-9399(1991)117:5(1088).
   Web of Science ®Google Scholar
• Otsu N. A threshold selection method from gray-level histograms. IEEE Trans Syst Man Cybern. 1979;9(1):62–66. doi: 10.1109/TSMC.1979.4310076.
   Web of Science ®Google Scholar