Analysis of load-slip characteristics of nailed wood joints: Application of a two-dimensional geometric nonlinear analysis

Journal of Wood Science

Volumn 49, Issue 6, 2003, Pages 505-512

  Nishiyama, Nobuo ^a,b   Ando, Naoto ^a  

^a UNIVERSITY OF TOKYO   (Japan)

^b National Research Institute for Earth Science and Disaster Prevention   (Japan)

Author keywords

Finite element method; Friction; Geometric nonlinearity; Nail; Single shear

Indexed keywords

FINITE ELEMENT METHOD; FRICTION; NAILS;

NAIL BENDING; NAILED WOOD JOINTS;

WOOD;

FINITE ELEMENT ANALYSIS; NAILS; WOOD;

EID: 1042291458     PISSN: 14350211     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10086-003-0519-9     Document Type: Article

References (13)

1. Foschi RO (1974) Load-slip characteristics of nails. Wood Science 7:69-76
2. Foschi RO (1977) Load-slip characteristics for connections with common nails. Wood Science 9:118-123
3. Tsujino T, Hirai T (1983) Nonlinear load-slip relationship of bolted wood-joints with steel side-members. I. Numerical analysis based upon a finite element method (in Japanese). Mokuzai Gakkaishi 29:833-838
4. Hirai T (1983) Nonlinear load-slip relationship of bolted wood-joints with steel side-members. II. Application of the generalized theory of a beam on an elastic foundation. Mokuzai Gakkaishi 29:839-844
5. Komatsu K (1988) Analysis of glulam frame structures considering nonlinear characteristics of fasteners. 1. Derivation of analytical method (in Japanese). Mokuzai Gakkaishi 34:581-589
6. Hirai T (1990) Load-slip relationship of mechanical wood-joints with steel webs (in Japanese). Res Bull Hokkaido Univ For 47:215-248
7. Hirai T (1991) Analyses of the lateral resistance of bolt joints and drift-pin joints in timber. II. Numerical analyses applying the theory of a beam on an elastic foundation (in Japanese). Mokuzai Gakkaishi 37:1017-1025
8. Hirai T, Wakashima Y (1996) Lateral resistance and fracture modes of nailed timber joints. III. Numerical analyses of maximum lateral resistance of nailed timber-plywood joints (in Japanese). Mokuzai Gakkaishi 42:1195-1201
9. Japan 2 × 4 Builders Association (1998) Structural design guidelines for wood frame construction (in Japanese). Japan 2 × 4 Builders Association, Tokyo, pp 56-63, 186-192, 219-220
10. Ohno T, Okabe M, Kawai N, Takada S (1999) Shear strength properties of shear walls in wood-frame construction. Part 2. Single shear tests on nailed joints and adaptability of yield theory (in Japanese). In: Summaries of technical papers of annual meeting. Architectural Institute of Japan, Tokyo, C-1, pp 97-98
11. Ghali A, Neville AM (1997) Structural analysis: A unified classical and matrix approach. 4th edn. Spon, London, pp 361-370, 698-728
12. Ghali A, Neville AM, Kawakami M (2001) Structural analysis: a unified classical and matrix approach (in Japanese). Gihodo Shuppan, Japan, pp 161-170, 371-402
13. Nishiyama N, Ando N. Analysis of double shearing characteristics of bolted timber joints with rope effect: application of geometric nonlinear analysis (in Japanese). Mokuzai Gakkaishi (in press)