Comparative Study on Static and Fatigue Performances of Pultruded GFRP Joints Using Ordinary and Blind Bolts

被引:54
|
作者
Wu, Chao [1 ]
Feng, Peng [2 ]
Bai, Yu [1 ]
机构
[1] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
[2] Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
基金
澳大利亚研究理事会;
关键词
MECHANICALLY FASTENED JOINTS; GLASS POLYESTER MATERIAL; EXPERIMENTAL BEHAVIOR; STRESS-ANALYSIS; CONNECTIONS; COMPOSITES; STRENGTH; FRP; RESISTANCE; COLUMNS;
D O I
10.1061/(ASCE)CC.1943-5614.0000527
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Bolted connections are often used in pultruded glass fiber reinforced polymer (GFRP) structures. Blind bolts, which require installation from one side only, become convenient when access is limited to tighten the ordinary bolts, especially for tubular GFRP sections. This paper presents the results of a comparative study on pultruded GFRP double-lap joints using ordinary bolts and blind bolts. Static experiments were conducted on pultruded GFRP double-lap joints with two columns of bolts, whereas the number of rows varied by one, two, and three. The static behaviors of ordinary bolted and blind bolted joints were compared in terms of load-displacement response, failure modes, and failure load. Then, constant amplitude fatigue tests were carried out on the double-lap joints with two bolts in a row. The maximum fatigue load varied from 30 to 80% of the static failure load of the corresponding joint. The fatigue life of each specimen was recorded and S-N curve was obtained. It was found that the static failure loads of blind bolted joints were lower by a maximum of 21% than those of ordinary bolted joints, whereas the fatigue performance was not much affected by the type of the bolts. (C) 2014 American Society of Civil Engineers.
引用
收藏
页数:10
相关论文
共 50 条
  • [1] Static and Flexural Fatigue Behavior of GFRP Pultruded Rebars
    Barcikowski, Michal
    Lesiuk, Grzegorz
    Czechowski, Karol
    Duda, Szymon
    [J]. MATERIALS, 2021, 14 (02) : 1 - 18
  • [2] Block loading fatigue of adhesively bonded pultruded GFRP joints
    Sarfaraz, Roohollah
    Vassilopoulos, Anastasios P.
    Keller, Thomas
    [J]. INTERNATIONAL JOURNAL OF FATIGUE, 2013, 49 : 40 - 49
  • [3] Experimental study of static and fatigue strengths of pultruded GFRP rods bonded into LVL and glulam
    Madhoushi, M
    Ansell, MP
    [J]. INTERNATIONAL JOURNAL OF ADHESION AND ADHESIVES, 2004, 24 (04) : 319 - 325
  • [4] Variable amplitude fatigue of adhesively-bonded pultruded GFRP joints
    Sarfaraz, Roohollah
    Vassilopoulos, Anastasios P.
    Keller, Thomas
    [J]. INTERNATIONAL JOURNAL OF FATIGUE, 2013, 55 : 22 - 32
  • [5] Static and Fatigue Behavior of Thick Pultruded GFRP Plates with Surface Damage
    Tanaka, Yoshiki
    Murakoshi, Jun
    Nagaya, Yuko
    Watanabe, Tetsuya
    [J]. JOURNAL OF BRIDGE ENGINEERING, 2009, 14 (02) : 102 - 111
  • [6] CHARACTERIZATION OF GFRP PULTRUDED BOX BEAMS UNDER STATIC AND FATIGUE LOADS
    NAGARAJ, V
    GANGARAO, HVS
    [J]. SAMPE QUARTERLY-SOCIETY FOR THE ADVANCEMENT OF MATERIAL AND PROCESS ENGINEERING, 1993, 24 (04): : 3 - 9
  • [7] Modeling the constant amplitude fatigue behavior of adhesively bonded pultruded GFRP joints
    [J]. Vassilopoulos, A.P. (anastasios.vasilopoulos@epfl.ch), 1600, Taylor and Francis Ltd. (27):
  • [8] Modeling the constant amplitude fatigue behavior of adhesively bonded pultruded GFRP joints
    Sarfaraz, Roohollah
    Vassilopoulos, Anastasios P.
    Keller, Thomas
    [J]. JOURNAL OF ADHESION SCIENCE AND TECHNOLOGY, 2013, 27 (08) : 855 - 878
  • [9] Dynamic and fatigue performances of a large-scale space frame assembled using pultruded GFRP composites
    Yang, Xiao
    Bai, Yu
    Luo, Fu Jia
    Zhao, Xiao-Ling
    Ding, Faxing
    [J]. COMPOSITE STRUCTURES, 2016, 138 : 227 - 236
  • [10] Experimental study on the static and fatigue performances of GFRP-timber bolted connections
    Wu, Chao
    Zhang, Zixiao
    He, Li
    Tam, Lik-ho
    [J]. COMPOSITE STRUCTURES, 2023, 304