Fire spalling behavior of high-strength concrete: A critical review

被引:90
作者
Amran, Mugahed [1 ,2 ]
Huang, Shan-Shan [3 ]
Onaizi, Ali M. [4 ]
Murali, G. [5 ]
Abdelgader, Hakim S. [6 ]
机构
[1] Prince Sattam Bin Abdulaziz Univ, Coll Engn, Dept Civil Engn, Alkharj 11942, Saudi Arabia
[2] Amran Univ, Fac Engn & IT, Dept Civil Engn, Amran 9677, Yemen
[3] Univ Sheffield, Dept Civil & Struct Engn, Mappin St, Sheffield S1 3JD, England
[4] Univ Teknol Malaysia, Fac Engn, Sch Civil Engn, Skudai 81310, Johor, Malaysia
[5] SASTRA Deemed Univ, Sch Civil Engn, Thanjavur, India
[6] Univ Tripoli, Fac Engn, Dept Civil Engn, Tripoli, Libya
关键词
Fire; Spalling; Fibers; Factors; Mechanisms; Prevention; Models; High-strength concrete; HIGH-PERFORMANCE CONCRETE; REACTIVE POWDER CONCRETE; SELF-COMPACTING CONCRETE; RESIDUAL MECHANICAL-PROPERTIES; FIBER-REINFORCED CONCRETE; ENGINEERED CEMENTITIOUS COMPOSITE; HIGH-TEMPERATURE BEHAVIOR; FLY-ASH; POLYPROPYLENE FIBERS; SILICA-FUME;
D O I
10.1016/j.conbuildmat.2022.127902
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Building and infrastructure damages, such as tunnels, have become a more important issue because of the continuous expansion of rural and urban constructions. It is well-known that when high-strength concretes (HSCs) are exposed to high temperatures; it is more likely to experience explosive fire-induced spalling than conventional strength concrete. Spalling might result in catastrophic loss of life and damage to nearby critical infrastructure. The exposure of reinforcement bars to elevated temperature, decreased permeability, higher density, moisture transfer, and brittleness of the HSC contribute to spalling. The concrete on a structural member's surface may be violently ripped apart by a high and fast rising temperature during a fire. Despite being a non-combustible material, the physics-chemo-mechanical properties of concrete deteriorate when subject to high temperatures. The magnitude and duration of a fire in a concrete structure define the severity of the fire. The resistance to fire spalling of HSCs under different fire conditions, extremes, and tendencies must be explored urgently. Cementitious materials exhibited a positive impact as an alternative to cement in HSC because they are known as environmentally friendly concrete materials with superior fire-resistant properties. In addition, the inclusion of fibers as an additive reinforcement is adopted to prevent and mitigate fire spalling in HSCs. Therefore, the establishment of appropriate fire-safety measures is a fundamental requirement in building design to ensure the safety of its inhabitants. While the process of fire spalling for HSC during a fire has not yet been completely understood. For this reason, a critical literature study on recent developments in HSC fire-resistance performance should be conducted to determine the present fire spalling behavior of HSC in the event of high temperatures and/or a fire. This article systematically reviews the mechanisms, influential factors, and types of fire spalling. This literature also reviews the behavior, fire spalling modelling, and strategies to prevent spalling in HSC applications. Given the advantages of the research subject, several hotspot research topics for scientific investigations are also suggested to facilitate the widespread use of HSCs in advanced construction applications.
引用
收藏
页数:32
相关论文
共 378 条
[1]   Construction and Demolition Waste as Recycled Aggregates in Alkali-Activated Concretes [J].
Abdollahnejad, Zahra ;
Mastali, Mohammad ;
Falah, Mahroo ;
Luukkonen, Tero ;
Mazari, Mehran ;
Illikainen, Mirja .
MATERIALS, 2019, 12 (23)
[2]   Effects of elevated temperatures on the thermal behavior and mechanical performance of fly ash geopolymer paste, mortar and lightweight concrete [J].
Abdulkareem, Omar A. ;
Al Bakri, A. M. Mustafa ;
Kamarudin, H. ;
Nizar, I. Khairul ;
Saif, Ala'eddin A. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 50 :377-387
[3]   Creep behavior of steel fiber reinforced reactive powder concrete at high temperature [J].
Abid, Muhammad ;
Hou, Xiaomeng ;
Zheng, Wenzhong ;
Hussain, Raja Rizwan ;
Cao, Shaojun ;
Lv, Zhihao .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 205 :321-331
[4]   Effect of Fibers on High-Temperature Mechanical Behavior and Microstructure of Reactive Powder Concrete [J].
Abid, Muhammad ;
Hou, Xiaomeng ;
Zheng, Wenzhong ;
Hussain, Raja Rizwan .
MATERIALS, 2019, 12 (02)
[5]   Mechanical properties of steel fiber-reinforced reactive powder concrete at high temperature and after cooling [J].
Abid, Muhammad ;
Hou, Xiaomeng ;
Zheng, Wenzhong ;
Waqar, Gliulam Qadir .
PERFORMANCE OF MATERIALS AND STRUCTURES UNDER EXTREME CONDITIONS, 2017, 210 :597-604
[6]   High temperature and residual properties of reactive powder concrete - A review [J].
Abid, Muhammad ;
Hou, Xiaomeng ;
Zheng, Wenzhong ;
Hussain, Raja Rizwan .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 147 :339-351
[7]   Simulating the effect of microcracks on the diffusivity and permeability of concrete using a three-dimensional model [J].
Abyaneh, S. D. ;
Wong, H. S. ;
Buenfeld, N. R. .
COMPUTATIONAL MATERIALS SCIENCE, 2016, 119 :130-143
[8]   Weathering of rocks and neogenesis of minerals associated with lichen activity [J].
Adamo, P ;
Violante, P .
APPLIED CLAY SCIENCE, 2000, 16 (5-6) :229-256
[9]   Mechanical and durability properties of high-strength concrete containing steel and polypropylene fibers [J].
Afroughsabet, Vahid ;
Ozbakkaloglu, Togay .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 94 :73-82
[10]   Residual response of fire-damaged high-strength concrete beams [J].
Agrawal, Ankit ;
Kodur, Venkatesh .
FIRE AND MATERIALS, 2019, 43 (03) :310-322