Fracture of multiply-bolted joints under lateral force perpendicular to wood grain

被引:20
|
作者
Yasumura, M
Daudeville, L
机构
[1] Shizuoka Univ, Fac Agr, Dept Forest Resources Sci, Shizuoka 4228529, Japan
[2] Ecole Normale Super, Lab Mecan & Technol, F-94235 Cachan, France
关键词
bolted timber joints; fracture mechanics; average stress method; yield load;
D O I
10.1007/BF00776448
中图分类号
S7 [林业];
学科分类号
0829 ; 0907 ;
摘要
The crack initiation and propagation of multiply-bolted joints subjected to lateral forces perpendicular to the grain were analyzed. Two types of bolted joint were subjected to lateral loads perpendicular to the grain. One had joints of two bolts aligned with the wood grain (type H), and the other had joints of two or three bolts aligned perpendicular to the grain (type V). The crack initiation and propagation were analyzed by means of the average stress method (ASM) and linear elastic fracture mechanics (LEFM), respectively. The maximum loads calculated by LEFM agreed comparatively well with the experimental results, and it was proved that the LEFM was an appropriate tool to analyze the fracture of multiply-bolted joints subjected to a force perpendicular to the grain. It was also found that the multiply-bolted joints failed with the fracture of the wood before the joints yielded, and that it caused a considerable decrease of the maximum loads. The reduction of strength should be considered in the design of multiply-bolted joints subjected to lateral forces perpendicular to the grain.
引用
收藏
页码:187 / 192
页数:6
相关论文
共 50 条
  • [1] Fracture of multiply-bolted joints under lateral force perpendicular to wood grain
    Motoi Yasumura
    Laurent Daudeville
    [J]. Journal of Wood Science, 2000, 46 : 187 - 192
  • [2] Fracture analysis of bolted timber joints under lateral force perpendicular to the grain
    Yasumura, M
    Daudeville, L
    [J]. MOKUZAI GAKKAISHI, 1996, 42 (03): : 225 - 233
  • [3] Lateral resistance of bolted wood-to-concrete connections loaded parallel or perpendicular to grain
    Mohammad, M
    Karacabeyli, E
    Quenneville, JHP
    [J]. CANADIAN JOURNAL OF CIVIL ENGINEERING, 2003, 30 (01) : 226 - 239
  • [4] Fracture of bolted timber joints with cracks at bolt hole edges - Tensile tests when a crack propagates in the grain direction under loading perpendicular to the grain
    Ogawa, M
    Sobue, N
    [J]. MOKUZAI GAKKAISHI, 1997, 43 (12): : 1002 - 1008
  • [5] Strength of bolted timber joints subjected to lateral force
    Sawata, Kei
    [J]. JOURNAL OF WOOD SCIENCE, 2015, 61 (03) : 221 - 229
  • [6] Strength of bolted timber joints subjected to lateral force
    Kei Sawata
    [J]. Journal of Wood Science, 2015, 61 : 221 - 229
  • [7] A study with fracture mechanics on evaluation of strength and fracture characteristics for bolted joints with Japanese larch glulam tensile-loaded perpendicular to the grain
    Nakagomi, Tadao
    Kambe, Wataru
    Ikura, Yuta
    [J]. Journal of Structural and Construction Engineering, 2009, 74 (643): : 1649 - 1658
  • [8] Fracture characteristics of different wood species under mode I loading perpendicular to the grain
    Reiterer, A
    Sinn, G
    Stanzl-Tschegg, SE
    [J]. MATERIALS SCIENCE AND ENGINEERING A-STRUCTURAL MATERIALS PROPERTIES MICROSTRUCTURE AND PROCESSING, 2002, 332 (1-2): : 29 - 36
  • [9] Stress Analysis of Bolted Joints under Centrifugal Force
    Imura, Makoto
    Iizuka, Motonobu
    Nakae, Shigeki
    Mori, Takeshi
    Koyama, Takayuki
    [J]. INTERNATIONAL CONFERENCE ON EXPERIMENTAL MECHANICS 2013 AND TWELFTH ASIAN CONFERENCE ON EXPERIMENTAL MECHANICS, 2014, 9234
  • [10] Structural fire performance of wood-steel-wood bolted connections with and without perpendicular-to-wood grain reinforcement
    Petrycki, Adam Roman
    Salem, Osama
    [J]. JOURNAL OF STRUCTURAL FIRE ENGINEERING, 2023, 14 (04) : 441 - 460