Modified Constitutive Models and Mechanical Properties of GFRP after High-Temperature Cooling

被引:3
作者
Wu, Junjie [1 ,2 ]
Zhang, Chuntao [1 ,2 ,3 ]
机构
[1] Shock & Vibrat Engn Mat & Struct Key Lab Sichuan P, Mianyang 621010, Peoples R China
[2] Southwest Univ Sci & Technol, Sch Civil Engn & Architecture, Mianyang 621010, Peoples R China
[3] Univ Houston, Dept Mech Engn, Houston, TX 77204 USA
关键词
glass fiber-reinforced polymer (GFRP); cooling methods; mechanical properties; modified constitutive model; REINFORCING BARS; FRP BARS; COMPOSITES; BEHAVIOR; BOND;
D O I
10.3390/buildings14020439
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Many materials are highly sensitive to temperature, and the study of the fire resistance of materials is one of the important research directions, which includes the study of the fire resistance of fiber-reinforced polymer (FRP) composites, but the cooling mode on the change of FRP mechanical properties after high temperature has not been investigated. This study analyzes the mechanical properties of GFRP under various cooling methods after exposure to high temperatures. The tensile strength of GFRP was evaluated through water cooling, firefighting foam cooling, and air cooling within the temperature range of 20-300 degrees C. Damage modes were investigated at different target temperatures. The results indicate that the tensile strength of air-cooled GFRP is the highest, whereas water cooling yields the lowest retention rate. It indicates that the FRP temperature decreases slowly under air cooling and the better recovery of the damage within the resin matrix, while under water cooling, the damage at the fiber/resin interface is exacerbated because of the high exposed temperature and the water, resulting in a reduction in the strength of GFRP. Between 20 and 150 degrees C, GFRP essentially recovers its mechanical properties after cooling, with a residual tensile strength factor exceeding 0.9. In the range of 150-250 degrees C, GFRP exhibits a graded decline in strength. At 300 degrees C, GFRP loses certain mechanical properties after cooling, with a residual tensile strength factor below 0.1. Furthermore, the analysis of experimental results led to the modification of the Johnson-Cook constitutive model, proposing a model for GFRP under three cooling methods. Additionally, a predictive model for the elastic modulus of GFRP after high-temperature cooling was derived, showing agreement with experimental results.
引用
收藏
页数:22
相关论文
共 50 条
  • [1] Physical and Mechanical Properties of Granite After High-Temperature Treatment
    Qin, Yan
    Tian, Hong
    Xu, Neng-Xiong
    Chen, Yu
    ROCK MECHANICS AND ROCK ENGINEERING, 2020, 53 (01) : 305 - 322
  • [2] The mechanical properties of GFRP bars embedded in geopolymer concrete after high temperature exposure
    Wang, Zike
    Wang, Kang
    Zhao, Jun
    Wang, Shuaibin
    Shumuye, Eskinder Desta
    Yang, Zhaohui
    JOURNAL OF BUILDING ENGINEERING, 2022, 62
  • [3] Mechanical Properties of Q345 Weathering Steel Exposed to High-Temperature After Air and Water Cooling
    Yang, Suhang
    Cao, Xiaoyun
    Xu, Zhifeng
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2025, 25 (01) : 204 - 217
  • [4] Mechanical properties and microscopic damage mechanism of PVA-ECC after high-temperature cooling
    Wu, Fangwen
    He, Lanqing
    Duan, Junqi
    Wang, Guangqian
    Liu, Laijun
    Yang, Fei
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2024, 56 (09): : 140 - 149
  • [5] A modified Johnson-Cook constitutive model for structural steel after cooling from high temperature
    Zhu, Hongjie
    Zhang, Chuntao
    Chen, Shicai
    Wu, Junjie
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 340
  • [6] Physical and mechanical properties and related microscopic characteristics of high-temperature granite after water-cooling
    Jia Peng
    Yang Qi-yao
    Liu Dong-qiao
    Wang Shu-hong
    Zhao Yong
    ROCK AND SOIL MECHANICS, 2021, 42 (06) : 1568 - 1578
  • [7] Investigation on physical and mechanical properties of bedded sandstone after high-temperature exposure
    Shi, Xinshuai
    Jing, Hongwen
    Yin, Qian
    Zhao, Zhenlong
    Han, Guansheng
    Gao, Yuan
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 79 (05) : 2591 - 2606
  • [8] An Experimental Study on the Mechanical Properties of High-Temperature Granite under Natural Cooling and Water Cooling
    Gao, Yanan
    Wang, Yunlong
    Lu, Taiping
    Li, Liuzhou
    Wu, Jinwen
    Zhang, Zetian
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2021, 2021
  • [9] Preloaded High-Temperature Constitutive Models and Relationships for Concrete
    Bastami, M.
    Aslani, F.
    SCIENTIA IRANICA TRANSACTION A-CIVIL ENGINEERING, 2010, 17 (01): : 11 - 25
  • [10] Evolution of microstructure and mechanical properties of PIP-C/SiC composites after high-temperature oxidation
    Xiang Yang
    Cao Feng
    Peng Zhi-hang
    Wang Yi
    Li Guang-de
    JOURNAL OF ASIAN CERAMIC SOCIETIES, 2017, 5 (03): : 370 - 376