2014 | OriginalPaper | Buchkapitel
Wood Load-Carrying Capacity of Timber Connections: An Extended Application for Nails and Screws
verfasst von : Pouyan Zarnani, Pierre Quenneville
Erschienen in: Materials and Joints in Timber Structures
Verlag: Springer Netherlands
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The wood engineering community has dedicated a significant amount of effort over the last decades to establish a reliable predictive model for the load-carrying capacity of timber connections under wood failure mechanisms. Test results from various sources (Foschi and Longworth 1975; Johnsson 2003; Quenneville and Mohammad 2000; Stahl et al. 2004; Zarnani and Quenneville 2012a) demonstrate that for multi-fastener connections, failure of wood can be the dominant mode.