Axially loaded glued-in hardwood dowels

被引:49
作者
Jensen, JL [1 ]
Koizumi, A [1 ]
Sasaki, T [1 ]
Tamura, Y [1 ]
Iijima, Y [1 ]
机构
[1] Akita Prefectural Univ, Inst Wood Technol, Noshiro 0160876, Japan
关键词
D O I
10.1007/s002260000076
中图分类号
S7 [林业];
学科分类号
0829 ; 0907 ;
摘要
The failure load of axially loaded hardwood dowels glued-in parallel to the grain direction of the jointed timber parts is considered. Two simple theoretical solutions using linear elastic fracture mechanics/ideal plasticity and linear elastic stress analysis, taking into account the finite shear stiffness of the bond line are, presented and compared with experimental results. Theory shows that bond line shear strength is the governing strength property for ductile joints and fracture energy is the governing strength property for brittle joints. Bond line sheer strength and fracture energy are determined by means of, curve-fitting.
引用
收藏
页码:73 / 83
页数:11
相关论文
共 12 条
  • [1] ECKELMAN CA, 1985, FOREST PROD J, V35, P55
  • [2] ECKELMAN CA, 1979, FOREST PROD J, V29, P48
  • [3] Gustafsson PJ, 1987, MECH BEHAV ADHESIVE, P323
  • [4] JOHANSSON CJ, 1995, W18A CIB
  • [5] Koizumi A, 1998, MOKUZAI GAKKAISHI, V44, P109
  • [6] Koizumi A, 1998, MOKUZAI GAKKAISHI, V44, P41
  • [7] RIBERHOLT H, 1988, R228 TU DENM DEP STR
  • [8] RIBERHOLT H, 1988, W18A2172 CIB
  • [9] Riberholt H., 1986, R210 TU DENM DEP STR
  • [10] Townsend P.K., 1990, Research Report 90-11