Mechanical properties of geopolymer concrete specimens exposed to fire retrofitted with glass and basalt fiber reinforced polymer laminates

被引:0
|
作者
Patchirajan, Ulagambika [1 ]
Madasamy, Murugan [1 ]
机构
[1] Anna Univ, Govt Coll Engn, Dept Civil Engn, Chennai 627007, India
关键词
basalt fiber; concrete; elevated temperature; glass fiber; retrofitting; GFRP;
D O I
10.1002/suco.202301079
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Exposure of concrete to elevated temperature affects its mechanical and physical properties. One of the important reasons for the use of fiber-reinforced polymer (FRP) composite materials is because of its superior mechanical properties. These mechanical properties include impact resistance, strength, stiffness, flexibility, and also it is enhanced ability to carry loads. The high strength-weight ratio, and corrosion resistance of FRPs made them suitable for repair. For strengthening and retrofitting of concrete structures confinement with FRP has received considerable attention in recent years. Geopolymer concrete (GPC) can be expressed as "concrete without cement." GPC is environmentally friendly and an inventive way to replace the conservative concrete which contributes 7%-8% of total CO2 production in the world. "The concrete which entails of the source materials and the alkaline solution." The composite material made of fiber-reinforced polymer (FRP) has recently gained attention as a potential repair method for concrete structures that have been damaged. This study investigates the performance of glass and basalt fiber-reinforced polymer (GFRP and BFRP) laminates as a retrofit solution for fire-damaged GPC specimens. The specimens were subjected to temperatures of 200 degrees C, 400 degrees C, 600 degrees C, and 800 degrees C for a period of 1, 2, and 3 h, followed by retrofitting with FRP laminates. The results indicated an increase in the ultimate load-carrying capacity of GPC specimens when subjected to 200 degrees C for 1 h, beyond which it decreased. However, a fall in ultimate load capacity was observed for higher ranges of temperature and duration of the fire. In this project, geopolymer specimens that had been damaged by fire are wrapped with GFRP and BFRP laminates to study the effect of confinement on the strength of GPC specimens. The fiber laminate used was bi-directional glass and bi-directional basalt. Based on the analysis of test data, there was the conclusion that the fire-damaged GPC was strengthened when retrofitted with GFRP and BFRP laminates was attainable.
引用
收藏
页数:15
相关论文
共 50 条
  • [1] Mechanical and fracture properties of glass fiber reinforced geopolymer concrete
    Midhun, M. S.
    Rao, T. D. Gunneswara
    Srikrishna, T. Chaitanya
    ADVANCES IN CONCRETE CONSTRUCTION, 2018, 6 (01) : 29 - 45
  • [2] Mechanical Properties of Basalt and Glass Fiber Reinforced Polymer Tendons after Exposed to Elevated Temperatures
    Zhu D.
    Xu X.
    Guo S.
    Shen Y.
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2021, 48 (07): : 151 - 159
  • [3] Flexural strengthening of Reinforced Concrete (RC) Beams Retrofitted with Corrugated Glass Fiber Reinforced Polymer (GFRP) Laminates
    Aravind, N.
    Samanta, Amiya K.
    Roy, Dilip Kr. Singha
    Thanikal, Joseph V.
    CURVED AND LAYERED STRUCTURES, 2015, 2 (01) : 244 - 253
  • [4] Basalt Fiber-Reinforced Polymer-Confined Geopolymer Concrete
    Ahmad, Junaid
    Yu, Tao
    Hadi, Muhammad N. S.
    ACI STRUCTURAL JOURNAL, 2021, 118 (01) : 289 - 300
  • [5] Mechanical properties of basalt macro fibre reinforced geopolymer concrete
    Huang, Zhijie
    So, Cek Sem
    Chen, Wensu
    Htet, Paing Min
    Hao, Hong
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 438
  • [6] BASALT FIBERS AND MECHANICAL PROPERTIES OF BASALT FIBER REINFORCED CONCRETE
    Kizilkanat, Ahmet B.
    Kabay, Nihat
    Akyucnu, Veysel
    Erdogan, Gokhan
    SIGMA JOURNAL OF ENGINEERING AND NATURAL SCIENCES-SIGMA MUHENDISLIK VE FEN BILIMLERI DERGISI, 2014, 32 (04): : 444 - 452
  • [7] Prediction of mechanical properties of glass and basalt fiber reinforced concrete using ANN
    Kavya B.R.
    Sureshchandra H.S.
    Prashantha S.J.
    Shrikanth A.S.
    Asian Journal of Civil Engineering, 2022, 23 (6) : 877 - 886
  • [8] Study on Mechanical Properties of Basalt Fiber Reinforced Concrete
    Li, Jian-jun
    Zhao, Zhi-ming
    PROCEEDINGS OF THE 2016 5TH INTERNATIONAL CONFERENCE ON ENVIRONMENT, MATERIALS, CHEMISTRY AND POWER ELECTRONICS, 2016, 84 : 583 - 587
  • [9] Splitting of Concrete with Steel, Glass Fiber-Reinforced Polymer, and Basalt Fiber-Reinforced Polymer Bars Exposed to MgSO4
    Kim, Yail J.
    Chai, Yufei
    ACI STRUCTURAL JOURNAL, 2020, 117 (03) : 3 - 16
  • [10] Experimental Study on Mechanical Properties of Interface between Basalt Fiber-Reinforced Polymer/Glass Fiber-Reinforced Polymer Composite Cement Plate and Concrete
    Zhang, Lifeng
    Liu, Hui
    Li, Wenqiang
    Liu, Hangjun
    An, Xuehui
    Song, Xiaoruan
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2021, 2021 (2021)