Effect of Elevated Temperatures on the Mechanical Performance of Pultruded FRP Joints with a Single Ordinary or Blind Bolt

被引:25
作者
Wu, Chao [1 ]
Bai, Yu [1 ]
Mottram, J. Toby [2 ]
机构
[1] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
[2] Univ Warwick, Sch Engn, Civil Res Grp, Coventry CV4 7AL, W Midlands, England
基金
澳大利亚研究理事会;
关键词
Joints; Pultruded fiber-reinforced polymer (FRP); Bolting; Thermal-mechanical properties; Modeling; REINFORCED POLYMER COMPOSITES; TENSION JOINTS; THERMOGRAVIMETRIC DATA; KINETIC-PARAMETERS; BEARING STRENGTH; COLOR STABILITY; BEHAVIOR; FAILURE; RESINS; FIRE;
D O I
10.1061/(ASCE)CC.1943-5614.0000608
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Presented in this paper is a combined experimental and analytical modeling study of the strength of pultruded fiber-reinforced polymer (FRP) single-bolted double-lap joints subjected to tensile loading and elevated temperatures. Dynamic mechanical analysis (DMA) and thermogravimetric analysis (TGA) are conducted on the polymeric composite material to determine the glass transition temperature and decomposition temperature, respectively. Based on the DMA and TGA results, and to cover glass transition without any material decomposition, the six temperatures selected for the test program are +23, +60, +100, +140, +180, and +220 degrees C. Three nominally identical joints are tensioned to failure at each temperature. A total of 36 double-lap joints are tested, comprising 18 joints fabricated with ordinary steel bolting and the other 18 with novel blind bolting. A comparison is made based on load-displacement curves, failure modes, and maximum (ultimate) loads. It is found that both methods of mechanical fastening experience a reduction of 85% in maximum load as the test temperature increases from +23 to +220 degrees C. Three proposed empirical or mechanism-based models for characterizing strength under elevated temperatures are shown to provide good predictions for the maximum loads obtained in the test program.
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页数:11
相关论文
共 48 条
[1]   THE EXPERIMENTAL BEHAVIOR OF BOLTED JOINTS IN PULTRUDED GLASS POLYESTER MATERIAL .1. SINGLE-BOLT JOINTS [J].
ABDELNABY, SFM ;
HOLLAWAY, L .
COMPOSITES, 1993, 24 (07) :531-538
[2]  
ACTRC (Advisory Committee on Technical Recommendations for Construction), 2008, GUID DES CONSTR STRU
[3]  
[Anonymous], 2014, GB/T 3354-2014
[4]  
[Anonymous], 2007, D502307 ASTM
[5]  
[Anonymous], 1996, STRUCTURAL DESIGN PO
[6]   FACTORS AFFECTING THE COLOR STABILITY OF RESTORATIVE RESINS [J].
ASMUSSEN, E .
ACTA ODONTOLOGICA SCANDINAVICA, 1983, 41 (01) :11-18
[7]  
ASTM, 2014, E11914 ASTM
[8]  
ASTM, 2011, ASTM D3171 11
[9]  
ASTM, 2014, A30714 ASTM
[10]   Pre-buckling and post-buckling failure at web-flange junction of pultruded GFRP beams [J].
Bai, Yu ;
Keller, Thomas ;
Wu, Chao .
MATERIALS AND STRUCTURES, 2013, 46 (07) :1143-1154