Hybrid effect and pseudo-ductile behaviour of unidirectional interlayer hybrid FRP composites for civil engineering applications

被引:52
作者
Ribeiro, Filipe [1 ]
Sena-Cruz, Jose [2 ]
Branco, Fernando G. [3 ]
Julio, Eduardo [1 ]
机构
[1] Univ Lisbon, Inst Super Tecn, CERIS, Lisbon, Portugal
[2] Univ Minho, Dept Civil Engn, ISISE, Braga, Portugal
[3] Univ Coimbra, Dept Civil Engn, ISISE, Coimbra, Portugal
关键词
Hybrid composite; Fragmentation; Mechanical properties; Analytical modelling; FIBER-REINFORCED COMPOSITES; CARBON-FIBER; STRESS-CONCENTRATIONS; TENSILE-STRENGTH; HIGH-PERFORMANCE; FAILURE STRAIN; HYBRIDIZATION; DESIGN; MODELS; RODS;
D O I
10.1016/j.conbuildmat.2018.03.144
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An experimental study on the tensile stress-strain curves of interlayer (layer-by-layer) unidirectional hybrid FRP composites was conducted aiming at evaluating the corresponding hybrid effect and pseudo-ductility of this innovative solution. Different combinations of the following dry unidirectional fabric materials, also varying the number of layers, were adopted in tests: high-modulus carbon, standard carbon, E-glass, and basalt. The composites were produced layer-by-layer by hand lay-up method, using an epoxy-based resin as matrix. The results have shown a strain increase at failure of both standard carbon and high-modulus carbon fibres with the volume decrease of these materials in hybrid combinations. It was also concluded that combining high-modulus carbon with E-glass, high-modulus carbon with basalt, or high-modulus carbon with standard carbon can lead to very good pseudo-ductile tensile behaviour. Finally, it should be highlighted that an existing analytical model in the literature was satisfactorily adopted to predict the tensile response of these hybrid composites. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:871 / 890
页数:20
相关论文
共 74 条
[1]  
[Anonymous], J COMPOS CONSTR
[2]  
[Anonymous], J REINF PLAST COMPOS
[3]  
[Anonymous], ASTM D3379-75 reaproved 1989 Standard Test Method for Tensile Strength
[4]  
[Anonymous], COMPOSITES CONSTRUCT
[5]  
[Anonymous], CNRDT200 NAT RES COU
[6]  
[Anonymous], RES APPL STRUCTURAL
[7]  
[Anonymous], 5275 ISO EUR COMM ST
[8]  
ASTM, 2002, D3039D3039M ASTM
[9]   Flexural strengthening of concrete beams using CFRP, GFRP and hybrid FRP sheets [J].
Attari, N. ;
Amziane, S. ;
Chemrouk, M. .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 37 :746-757
[10]   Efficiency of Beam-Column Joint Strengthened by FRP Laminates [J].
Attari, N. ;
Amziane, S. ;
Chemrouk, M. .
ADVANCED COMPOSITE MATERIALS, 2010, 19 (02) :171-183