Durability of CFRP strengthened steel plate double-strap joints in accelerated corrosion environments

被引:58
作者
Batuwitage, Chamila [1 ]
Fawzia, Sabrina [1 ]
Thambiratnam, David [1 ]
Al-Mahaidi, Riadh [2 ]
机构
[1] Queensland Univ Technol, Sch Civil Engn & Built Environm, Fac Sci & Engn, 2 George St, Brisbane, Qld 4000, Australia
[2] Swinburne Univ Technol, Sch Engn, Dept Civil & Construct Engn, Melbourne, Vic, Australia
关键词
CFRP; Durability; Corrosion; Deterioration; MODULUS CFRP; BOND CHARACTERISTICS; REINFORCED-CONCRETE; MARINE-ENVIRONMENT; TRANSVERSE IMPACT; LAP JOINTS; TEMPERATURE; BEAMS; MEMBERS; SLIP;
D O I
10.1016/j.compstruct.2016.10.101
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper presents the outcomes of a research program on the durability of CFRP-strengthened steel plate double-strap joints in accelerated corrosion conditions. CFRP-steel double-strap joints were fabricated and exposed to different levels of accelerated corrosion conditions. A parametric study was carried out to investigate the effect of surface preparation method, primer, number of CFRP layers and exposure duration on the failure modes and tensile capacity of double-strap joints. The results show that sandblasting is an efficient and economical surface preparation method. The application of a primer layer helps to increase the durability and load-carrying capacity of double-strap joints. Degradation of CFRP can occur due to accelerated corrosion conditions, resulting in CFRP rupture failure mode. Multi-layer CFRP systems show better durability performance under accelerated corrosive conditions. Degradation of CFRP becomes dominant when CFRP is exposed to accelerated corrosion. The analytical model that was developed based on the research results is capable of predicting the deterioration level of CFRP due to accelerated corrosion and can be used to evaluate the long-term durability of CFRP strengthened steel structures. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1287 / 1298
页数:12
相关论文
共 44 条
[11]   Failure analysis of adhesively bonded joints in composite materials [J].
da Costa Mattos, H. S. ;
Monteiro, A. H. ;
Palazzetti, R. .
MATERIALS & DESIGN, 2012, 33 :242-247
[12]  
Dawood M., 2014, Rehabilitation of Metallic Civil Infrastructure Using Fiber Reinforced Polymer (FRP) Composites, P96, DOI DOI 10.1533/9780857096654.1.96
[13]   Environmental durability of a CFRP system for strengthening steel structures [J].
Dawood, Mina ;
Rizkalla, Sami .
CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (09) :1682-1689
[14]   Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete [J].
El Maaddawy, TA ;
Soudki, KA .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2003, 15 (01) :41-47
[15]   CFRP strengthening and rehabilitation of degraded steel welded RHS beams under combined bending and bearing [J].
Elchalakani, Mohamed .
THIN-WALLED STRUCTURES, 2014, 77 :86-108
[16]   Upgrading steel-concrete composite girders and repair of damaged steel beams using bonded CFRP laminates [J].
Fam, Amir ;
MacDougall, Colin ;
Shaat, Amr .
THIN-WALLED STRUCTURES, 2009, 47 (10) :1122-1135
[17]   Corrosion influence on bond in reinforced concrete [J].
Fang, CQ ;
Lundgren, K ;
Chen, LG ;
Zhu, CY .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (11) :2159-2167
[18]   Strengthening of circular hollow steel tubular sections using high modulus CFRP sheets [J].
Fawzia, S. ;
Al-Mahaidi, R. ;
Zhao, X. L. ;
Rizkalla, S. .
CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (04) :839-845
[19]   Experimental and finite element analysis of a double strap joint between steel plates and normal modulus CFRP [J].
Fawzia, Sabrina ;
Al-Mahaidi, Riadh ;
Zhao, Xiao-Ling .
COMPOSITE STRUCTURES, 2006, 75 (1-4) :156-162
[20]   Evaluation of shear stress and slip relationship of composite lap joints [J].
Fawzia, Sabrina .
COMPOSITE STRUCTURES, 2013, 100 :548-553