A Compressive Peak Strength Model for CFRP-Confined Thermal Insulation Materials under Elevated Temperature

被引:2
|
作者
Li, Yeou-Fong [1 ]
Sio, Wai-Keong [1 ]
Tsai, Ying-Kuan [2 ]
机构
[1] Natl Taipei Univ Technol, Dept Civil Engn, 1,Sect 3,Chung Hsiao E Rd, Taipei 10608, Taiwan
[2] Natl Def Univ, Chung Cheng Inst Technol, Dept Environm Informat & Engn, 75 Shiyuan Rd, Taoyuan 335, Taiwan
关键词
peak strength; carbon fiber-reinforced polymer; thermal insulation; perlite; elevated temperature; STRESS-STRAIN BEHAVIOR; EXPANDED PERLITE AGGREGATE; MECHANICAL-PROPERTIES; CONCRETE; CONDUCTIVITY; PERFORMANCE; COMPOSITE;
D O I
10.3390/ma13010026
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
In this paper, a compressive peak strength model for CFRP-confined thermal insulation materials under elevated temperature was proposed. The thermal insulation material was made by Portland cement with different portions of perlite. The compressive strengths of four different perlite ratios in weight, such as 0%, 10%, 20%, and 30% of thermal insulation materials, confined by one-layer, two-layer, and three-layer carbon fiber-reinforced polymer (CFRP) composite materials, were obtained. The test results indicated that the specimen's compressive strength decreased with an increase in the amount of perlite replacement and increased with an increase in the number of CFRP wrapping layers. Based on the test results, a theoretical compressive peak strength model with some parameters was proposed. In the meantime, the compressive strengths of the above four different perlite ratios of thermal insulation materials under elevated temperature, such as ambient temperature, 100 degrees C, 150 degrees C, 200 degrees C, 250 degrees C, and 300 degrees C, were obtained. For compression tests of specimens with a fixed amount of perlite, the test results indicated that the specimen's compressive strength decreased with an increase in temperature, highlighting a thermal softening phenomenon. Based on the test results, a compressive peak strength model with a thermal softening parameter was proposed to predict the peak strength under elevated temperature. Finally, a compressive peak strength model for thermal insulation material with CFRP confinement under different elevated temperature was derived, and it achieved acceptable results in comparison to the experimental results.
引用
收藏
页数:20
相关论文
共 50 条
  • [21] Compressive strength of self compacting concrete under elevated temperature
    Surya, T. Rajah
    Prakash, M.
    Satyanarayanan, K. S.
    Celestine, A. Keneth
    Parthasarathi, N.
    MATERIALS TODAY-PROCEEDINGS, 2021, 40 : S83 - S87
  • [22] Modeling the axial compressive stress-strain behavior of CFRP-confined rectangular RC columns under monotonic and cyclic loading
    Isleem, Haytham F.
    Wang, Daiyu
    Wang, Zhenyu
    COMPOSITE STRUCTURES, 2018, 185 : 229 - 240
  • [23] Thermal stability investigations of different aerogel insulation materials at elevated temperature
    Kovacs, Zsolt
    Csik, Attila
    Lakatos, Akos
    THERMAL SCIENCE AND ENGINEERING PROGRESS, 2023, 42
  • [24] LOW TEMPERATURE THERMAL CONDUCTIVITIES OF 2 HIGH COMPRESSIVE STRENGTH MATERIALS
    LYON, DN
    PARRISH, WR
    CRYOGENICS, 1967, 7 (01) : 21 - &
  • [25] Axial compressive behavior of CFRP confined rectangular CFT columns using high-strength materials: Numerical analysis and carrying capacity model
    Du, Yansheng
    Fu, Mingxuan
    Chen, Zhihua
    Yan, Jia-Bao
    Zheng, Zihan
    STRUCTURES, 2022, 36 : 997 - 1020
  • [26] Compressive strength of nano concrete materials under elevated temperatures using machine learning
    Zeyad, Abdullah M.
    Mahmoud, Alaa A.
    El-Sayed, Alaa A.
    Aboraya, Ayman M.
    Fathy, Islam N.
    Zygouris, Nikos
    Asteris, Panagiotis G.
    Agwa, Ibrahim Saad
    SCIENTIFIC REPORTS, 2024, 14 (01):
  • [27] Axial compressive performance of CFRP confined rectangular CFST columns using high-strength materials with moderate slenderness
    Du, Yansheng
    Zhang, Yutong
    Chen, Zhihua
    Yan, Jia-Bao
    Zheng, Zihan
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 299
  • [28] Experimental study on RC cylinders confined by CFRP sheets under uniaxial compression after elevated temperature
    Xu, Ming
    Chen, Zhong-Fan
    Xiao, De-Hou
    Gongcheng Lixue/Engineering Mechanics, 2013, 30 (11): : 214 - 220
  • [29] Analytical model for CFRP strengthened circular RC column under elevated temperature
    Rashid, Raizal S. M.
    Aboutaha, Riyad S.
    COMPUTERS AND CONCRETE, 2014, 13 (04): : 517 - 529
  • [30] Prediction for temperature evolution and compressive strength of non mass concrete with thermal insulation curing in cold weather
    Liu, Yushi
    Fu, Shixue
    Gao, Jinlin
    Yang, Yingzi
    JOURNAL OF BUILDING ENGINEERING, 2020, 32