Fatigue performance of CFRP patched pre-cracked steel plates after extreme environmental exposure

被引:17
作者
Borrie, D. [1 ]
Zhao, X. L. [1 ]
Raman, R. K. Singh [2 ,3 ]
Bai, Y. [1 ]
机构
[1] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
[2] Monash Univ, Dept Mech & Aerosp Engn, Clayton, Vic 3800, Australia
[3] Monash Univ, Dept Chem Engn, Clayton, Vic 3800, Australia
关键词
CFRP; Steel; Damaged; Environmental exposure; Fatigue life; Silane; REINFORCED POLYMER COMPOSITES; OVERHEAD SIGN STRUCTURES; DOUBLE-STRAP JOINTS; RC BEAMS; METALLIC STRUCTURES; FRP COMPOSITES; LAP JOINTS; DURABILITY; CONCRETE; REPAIR;
D O I
10.1016/j.compstruct.2016.05.092
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Carbon fibre reinforced polymers (CFRPs) provide new, lightweight and durable possibilities in structural rehabilitation. However, their industrial applications are limited due to lack of knowledge on the durability and effectiveness of CFRP patches under field like exposures. This paper outlines an experimental investigation into the fatigue life of CFRP sheeting patched pre-cracked steel plates under elevated temperature marine submergence. Tri-layered high modulus CFRP repaired steel systems were submerged in a 5% (by weight) NaCl solution for durations up to 6 months at 20 and 50 degrees C, while under a static tensile load to simulate service load. After immersion, specimens were fatigue loaded in tension at 15-150 MPa until complete failure for the purpose of the determination of the severity of degradation that aggressive environmental exposure caused to the life of CFRP to steel patches. These tests exhibited fatigue life extensions of between 1.85 and 3.26 when a single side of the crack was patched, and greater than 24 for double-sided patch configurations. The results demonstrate CFRP applications enhance the fatigue life of damaged steels and can in fact be adapted even under extreme exposure scenarios. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:50 / 59
页数:10
相关论文
共 47 条
  • [1] Barnes R., 1999, J COMPOS CONSTR, V3, P63
  • [2] Bond durability of fatigued CFRP-steel double-lap joints pre-exposed to marine environment
    Borrie, D.
    Liu, H. B.
    Zhao, X. L.
    Raman, R. K. Singh
    Bai, Y.
    [J]. COMPOSITE STRUCTURES, 2015, 131 : 799 - 809
  • [3] The durability of adhesive joints in the presence of water
    Bowditch, MR
    [J]. INTERNATIONAL JOURNAL OF ADHESION AND ADHESIVES, 1996, 16 (02) : 73 - 79
  • [4] Influence of harsh environmental conditions on CFRP-aluminum single lap joints
    Breziner, Luis
    Hutapea, Parsaoran
    [J]. AIRCRAFT ENGINEERING AND AEROSPACE TECHNOLOGY, 2008, 80 (04) : 371 - 377
  • [5] Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites
    Buyukozturk, O
    Gunes, O
    Karaca, E
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2004, 18 (01) : 9 - 19
  • [6] Fatigue crack growth in CFRP-strengthened steel plates
    Colombi, Pierluigi
    Fava, Giulia
    Sonzogni, Lisa
    [J]. COMPOSITES PART B-ENGINEERING, 2015, 72 : 87 - 96
  • [7] Static and fatigue characterisation of new basalt fibre reinforced composites
    Colombo, C.
    Vergani, L.
    Burman, M.
    [J]. COMPOSITE STRUCTURES, 2012, 94 (03) : 1165 - 1174
  • [8] Environmental durability of a CFRP system for strengthening steel structures
    Dawood, Mina
    Rizkalla, Sami
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (09) : 1682 - 1689
  • [9] Repair of damaged aluminum truss joints of highway overhead sign structures using FRP
    Fam, Amir
    Witt, Sarah
    Rizkalla, Sami
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2006, 20 (10) : 948 - 956
  • [10] Fawzia S., 2007, THESIS