Microstructure and residual strength properties of engineered geopolymer composites (EGC) subjected to high temperatures

被引:0
|
作者
Subramanian, Saravanan [1 ]
Davis, Robin [1 ]
Thomas, Blessen Skariah [1 ]
机构
[1] Natl Inst Technol, Calicut, Kerala, India
来源
关键词
Engineered geopolymer composites; Fly ash; Basic oxygen furnace slag; Iron ore tailings; High temperature resistance; Pore structure distribution; Residual compressive strength; HIGH-PERFORMANCE CONCRETE; IRON-ORE TAILINGS; MECHANICAL-PROPERTIES; FLY-ASH; PORE STRUCTURE; FIBER; BEHAVIOR; EXPOSURE; STRAIN; CEMENT;
D O I
10.1016/j.jobe.2024.110637
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigates the effects of high temperature on the microstructure and residual compressive strength properties of engineered geopolymer composites (EGC). The importance of this study focusses on the performance and durability of EGC, aiming towards sustainable construction practices. The proposed study fills the knowledge gap by the use of steel fibers (SF) as primary reinforcement in EGC, specifically involving a combination of Fly Ash (FA), Basic Oxygen Furnace (BOF) slag, and Iron Ore Tailings (IOT). The residual properties of EGC under hightemperature conditions were assessed by preparing cube specimens (50 mm) involving FA and BOF slag as primary precursors, with IOT as a partial replacement to conventional fine aggregate (M-sand) and brass-coated SF as discrete reinforcement. The specimens were exposed to temperatures up to 1000 degrees C in a muffle furnace in six different levels: 25, 200, 400, 600, 800, and 1000 degrees C. Post-exposure, the specimens were ambient cured prior to testing of pore structure distribution, residual strength properties, and microstructural characteristics involving scanning electron microscopy (SEM) analysis. The experimental findings show that, despite various combinations of precursors, IOT and SF, no explosive deterioration or spalling occurred in EGC mixes at any level of exposure. Also, as the exposure temperature increased, the compressive strength decreased while the strain capacity enhanced, denoting an increase in the stiffness of the EGC mixes. Notably, the SF maintained its structural integrity even at 1000 degrees C, which was consistent with the observed microstructural behavior. This indicates the proposed EGC exhibits excellent resistance to elevated temperatures and enhanced strain-hardening capacity. Overall, this research provides valuable insights into the residual properties and microstructural characteristics of FA: BOF: IOT-based EGC, highlighting its potential as a sustainable and fire-resistant building material. The outcomes contribute significantly to the existing knowledge on EGC and its application in environments exposed to high temperatures.
引用
收藏
页数:25
相关论文
共 50 条
  • [41] Effect of Fly Ash and PVA Fiber on Microstructural Damage and Residual Properties of Engineered Cementitious Composites Exposed to High Temperatures
    Sahmaran, Mustafa
    Ozbay, Erdogan
    Yucel, Hasan E.
    Lachemi, Mohamed
    Li, Victor C.
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2011, 23 (12) : 1735 - 1745
  • [42] Effect of slag on the mechanical properties and bond strength of fly ash-based engineered geopolymer composites
    Ling, Yifeng
    Wang, Kejin
    Li, Wengui
    Shi, Guyu
    Lu, Ping
    COMPOSITES PART B-ENGINEERING, 2019, 164 : 747 - 757
  • [43] Effect of high temperatures on mechanical, radiation attenuation and microstructure properties of heavyweight geopolymer concrete
    Amin, Mohamed
    Zeyad, Abdullah M.
    Tayeh, Bassam A.
    Agwa, Ibrahim Saad
    STRUCTURAL ENGINEERING AND MECHANICS, 2021, 80 (02) : 181 - 199
  • [44] Microstructure and mechanical properties of epoxy resin-reinforced geopolymer exposed to high temperatures
    Saludung, Apriany
    Ogawa, Yuko
    Kawai, Kenji
    MATERIALS LETTERS, 2023, 331
  • [45] Identification of residual gas-transport properties of concrete subjected to high temperatures
    Zeiml, Matthias
    Lackner, Roman
    Leithner, David
    Eberhardsteiner, Josef
    CEMENT AND CONCRETE RESEARCH, 2008, 38 (05) : 699 - 716
  • [46] Preparation, Microstructure and Mechanical Properties of Geopolymer composites.
    Bollino, Flavia
    Lamanna, Giuseppe
    Catauro, Michelina
    9TH INTERNATIONAL CONFERENCE ON TIMES OF POLYMERS AND COMPOSITES: FROM AEROSPACE TO NANOTECHNOLOGY, 2018, 1981
  • [47] Behaviour of engineered cementitious composites and hybrid engineered cementitious composites at high temperatures
    Pourfalah, S.
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 158 : 921 - 937
  • [48] A Review on Performance and Microstructure of High Ductility Geopolymer Composites
    Lyu B.
    Guo L.
    Ding C.
    Wu J.
    Cao Y.
    Chen B.
    Cailiao Daobao/Materials Reports, 2023, 37 (10):
  • [49] Bond stress-slip constitutive relationship between engineered geopolymer composites (EGC) and rebar under cyclic loading
    Li, Weitao
    An, Junpeng
    Lu, Yiyan
    Li, Shan
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 409
  • [50] Evaluation of Properties and Microstructure of Cement Paste Blended with Metakaolin Subjected to High Temperatures
    Wang, Wenqiang
    Liu, Xinhao
    Guo, Liang
    Duan, Ping
    MATERIALS, 2019, 12 (06):