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 28 条
  • [1] Behavior of FRP-confined concrete after high temperature exposure
    Al-Salloum, Yousef A.
    Elsanadedy, Hussein M.
    Abadel, Aref A.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (02) : 838 - 850
  • [2] [Anonymous], 1990, J STRUCTURAL DIVISIO
  • [3] ASTM, 2018, C39C39M18 ASTM
  • [4] ASTM International, 2016, C109CM10902 ASTM
  • [5] Structural Performance of Square Concrete Columns Wrapped with CFRP Sheets
    Belouar, A.
    Laraba, A.
    Benzaid, R.
    Chikh, N.
    [J]. 2ND INTERNATIONAL CONFERENCE ON REHABILITATION AND MAINTENANCE IN CIVIL ENGINEERING (ICRMCE), 2013, 54 : 232 - 240
  • [6] Compressive behavior of concrete externally confined by composite jackets. Part A: experimental study
    Berthet, JF
    Ferrier, E
    Hamelin, P
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2005, 19 (03) : 223 - 232
  • [7] Effects of expanded perlite aggregate and mineral admixtures on the compressive strength of low-density concretes
    Demirboga, R
    Örüng, I
    Gül, R
    [J]. CEMENT AND CONCRETE RESEARCH, 2001, 31 (11) : 1627 - 1632
  • [8] The effect of cement dosage on mechanical properties of concrete exposed to high temperatures
    Ergun, Ali
    Kurklu, Gokhan
    Baspinar, M. Serhat
    Mansour, Mohamad Y.
    [J]. FIRE SAFETY JOURNAL, 2013, 55 : 160 - 167
  • [9] Stress-strain model for confined reinforced concrete in bridge piers
    Hoshikuma, J
    Kawashima, K
    Nagaya, K
    Taylor, AW
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1997, 123 (05): : 624 - 633
  • [10] Evaluation of compressive behavior of ultra-lightweight cement composite after elevated temperature exposure
    Huang, Zhenyu
    Liew, J. Y. Richard
    Li, Wei
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2017, 148 : 579 - 589