Finite element modeling for the mechanical behavior of dowel-type timber joints

Computers and Structures

Volumn 81, Issue 30-31, 2003, Pages 2731-2738

  Chen, C J ^a   Lee, T L ^b   Jeng, D S ^c  

^a NATIONAL UNIVERSITY OF KAOHSIUNG   (Taiwan)

^b LEADER UNIVERSITY   (Taiwan)

^c GRIFFITH UNIVERSITY   (Australia)

Author keywords

Fiberglass; Numerical modeling; Timber joints

Indexed keywords

FINITE ELEMENT METHOD; MECHANICAL TESTING; TIMBER;

TIMBER JOINTS;

JOINTS (STRUCTURAL COMPONENTS);

EID: 0142011510     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(03)00338-9     Document Type: Article

References (7)

1. Chen C-J. Mechanical performance of fiberglass reinforced timber joints. PhD thesis no. 1940, Swiss Federal Institute of Technology, Lausanne (EPFL), Switzerland, 1999.
2. Wilkinson T.L. Theoretical lateral resistance of nailed joints. J. Struct. Div., ASCE. 97:1971;1381-1398.
3. Rahman M.U., Chiang Y.J., Rowlands R.E. Stress and failure analysis of double-bolted joints in douglas-fir and sitka spruce. Wood Fiber Sci. 23(4):1991;567-589.
4. Collins T.A. On the bearing strength of CFRP laminates. Composites. 1982;241-252.
5. Daudeville L., Yasumura M. Failure analysis of timber bolted joints by fracture mechanics. Mater. Struct. 29:1996;418-425.
6. Tsujimoto Y., Wilson D. Elasto-plastic failure analysis of composite bolted. Joints J. Compos. Mater. 20:1986;236-252.
7. Bouchair A. Modélisation non linéare du comportement local des assemblages bois. Thèse de Docteur, Université Blaise Pascal, Clermont.Ferrand, 1993.