A numerical study of methods to predict the capacity of multiple steel-timber dowel joints

Author:

Sjödin Johan,Serrano Erik

Publisher

Springer Science and Business Media LLC

Subject

General Materials Science,Forestry

Reference15 articles.

1. Aicher S, Gustafsson PJ (ed), Haller P, Petersson H (2002) Fracture mechanics models for strength analysis of timber beams with a hole or a notch – a report of RILEM TC-133. Report TVSM-7134, Lund University, Sweden

2. Cramer CO (1968) Load distribution in multiple-bolt tension joints. J Struct Div ASCE 94:1101–1117

3. Eurocode 5 (2004) Eurocode 5 – Design of timber structures. EN 1995-1-1:2004(E)

4. European standard (1999) EN 1194 Timber structures – Glued laminated timber – Strength classes and determination of characteristic values

5. Gustafsson PJ (2002) Mean stress approach and initial crack approach. In: Aicher S, Gustafsson PJ (eds) Haller P and Petersson H, Fracture mechanics models for strength analysis of timber beams with a hole or a notch – a report of RILEM TC-133. Report TVSM-7134, Lund University, Sweden

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