Experimental study on residual bearing capacity of full-size fire-damaged prestressed concrete girders

Structures - Tập 45 - Trang 1788-1802 - 2022
Zhao Liu1,2, Huibing Xie1,2, Bing Han1,2, Pengfei Li3, Zhenyu Jiang4, Jiaping Yu1,2
1School of Civil Engineering, Beijing Jiaotong University, Beijing, China
2Key Laboratory of Safety and Risk Management on Transport Infrastructures, Ministry of Transport of PRC, Beijing, China
3Bridge and Tunnel Technology Research Center, Research Institute of Highway Ministry of Transport, Beijing, China
4RIOH High Science and Technology Group, Beijing, China

Tài liệu tham khảo

Garlock, 2012, Fire hazard in bridges: review, assessment and repair strategies, Eng Struct, 35, 89, 10.1016/j.engstruct.2011.11.002 Kodur, 2013, Evaluating fire resistance of steel girders in bridges, J Bridge Eng, 18, 633, 10.1061/(ASCE)BE.1943-5592.0000412 Ramesh, 2020, Experimental investigation of structural steel beams subjected to localized fire, Eng Struct, 218, 110844, 10.1016/j.engstruct.2020.110844 Naser, 2015, A probabilistic assessment for classification of bridges against fire hazard, Fire Safety J, 76, 65, 10.1016/j.firesaf.2015.06.001 Godart, 2015, Diagnosis, assessment and repair of the Mathilde bridge close to collapse during a fire, Struct Eng Int, 25, 331, 10.2749/101686615X14210663188691 Astaneh-Asl, 2009, Fire protection of steel bridges and the case of the macarthur maze fire collapse. technical council on lifeline earthquake, Eng Conf Alos-Moya, 2019, Valencia Bridge Fire Tests: validation of simplified and advanced numerical approaches to model bridge fire scenarios, Adv Eng Softw, 128, 55, 10.1016/j.advengsoft.2018.11.003 Kodur, 2010, Review and assessment of fire hazard in bridges, Transportation Res Rec, 2172, 23, 10.3141/2172-03 Hu, 2021, Bridge fires in the 21st century: a literature review, Fire Safety J, 126, 103487, 10.1016/j.firesaf.2021.103487 Kodur, 2013, Simplified approach for evaluating residual strength of fire-exposed reinforced concrete columns, Mater Struct, 46, 2059, 10.1617/s11527-013-0036-2 Hou, 2022, Fire resistance tests on prestressed concrete box girder with intumescent fire-retardant coatings, Fire Technol, 58, 107, 10.1007/s10694-021-01145-7 Peris-Sayol, 2016, Detailed analysis of the causes of bridge fires and their associated damage levels, J Perform Constr Fac, 31, 04016108, 10.1061/(ASCE)CF.1943-5509.0000977 Yanagisawa, 2016, Fire safety of bridges - Methodology supporting design and forensic evaluation, Steel Constr, 10, 2, 10.1002/stco.201710002 Aziz, 2013, An approach for evaluating the residual strength of fire exposed bridge girders, J Constr Steel Res, 88, 34, 10.1016/j.jcsr.2013.04.007 Akca, 2013, High performance concrete under elevated temperatures, Constr Build Mater, 44, 317, 10.1016/j.conbuildmat.2013.03.005 Akca, 2020, Post-fire mechanical behavior and recovery of structural reinforced concrete beams, Constr Build Mater, 253, 119188, 10.1016/j.conbuildmat.2020.119188 Kodur, 2008, A numerical model for predicting the fire resistance of reinforced concrete beams, Cem Concr Compos, 30, 431, 10.1016/j.cemconcomp.2007.08.012 ACI Committee 216. Guide for Determining the Fire Endurance of Concrete Elements. Concrete International 1981; 3(2):13-47. BSI. Eurocode 2: Design for concrete structures– Part 1.2 General rules– Structural fire design. British Standard 1996. Lie, 1984, A procedure to calculate fire resistance of structural members, Fire Mater, 8, 40, 10.1002/fam.810080108 Dolinar, 2019, The feasibility of estimation of mechanical properties of limestone concrete after fire using nondestructive methods, Constr Build Mater, 228, 116786, 10.1016/j.conbuildmat.2019.116786 Quiel, 2020, Mechanical characterization of normal and high-strength steel bars in reinforced concrete members under fire, J Struct Eng, 146, 1, 10.1061/(ASCE)ST.1943-541X.0002644 Shakya, 2016, Effect of temperature on the mechanical properties of low relaxation seven-wire prestressing strand, Constr Build Mater, 124, 74, 10.1016/j.conbuildmat.2016.07.080 Jeyashree, 2022, Developments and research on fire response behaviour of prestressed concrete members –A review, J Bridge Eng, 57, 104797 Luo, 2021, Study of fire damage charateristics of prestresses concrete hollow slab beam, Bridge Constr, 51, 91 Zhang, 2020, A numerical model for evaluating fire performance of composite box bridge girders, J Constr Steel Res, 165, 105823, 10.1016/j.jcsr.2019.105823 Yu, 2021, Fire-resistance mechanism and residual bearing capacity of prestressed concrete girders after fire exposure, J Struct Eng, 147, 04021109.1, 10.1061/(ASCE)ST.1943-541X.0003070 Liu, 2019, Inspection, materials testing and field testing of a prestressed concrete box bridge after fire exposure, Fire Safety J, 108, 102852, 10.1016/j.firesaf.2019.102852 Yun, 2018, Post-fire damage assessment of Korean bridges using thermal-structure interaction fire analysis, Mag Concrete Res, 70, 938, 10.1680/jmacr.17.00208 Alos-Moya, 2014, Analysis of a bridge failure due to fire using computational fluid dynamics and finite element models, Eng Struct, 68, 96, 10.1016/j.engstruct.2014.02.022 Timilsina, 2021, Post-fire analysis and numerical modeling of a fire-damaged concrete bridge, Eng Struct, 244, 112764, 10.1016/j.engstruct.2021.112764 CECS (China Association for Engineering Construction Standardization). Standard for appraisal of engineering structures after fire. T/CECS 252-2019; 2019. (In Chinese). Shanxi Bureau of Quality and Technical Supervision. Guide for Testing Existing Stress by Partial Prestress-Release of Prestressed Tendons for Highway Bridges. DB14/T 1324-2016;2016. (In Chinese). Li, 1996, Crack resistance and strength of pre-stressed concrete flexural members after elevated temperature (fire), Eng Mech, A02, 92 Zhang, 2021, Evaluation method of load-carrying capacity of steel-concrete composite girders after fire exposure, J Chang’an Univ (Natural Science Edition), 41, 1 Xu, 1999, Nonlinear finite element analysis for the temperature field of concrete filled square steel tubes, J Harbin Univ C. E. Archit, 32, 34