Brittle failure in the parallel-to-grain direction of multiple shear softwood timber connections with slotted-in steel plates and dowel-type fasteners

Author:

Yurrita Miguel,Cabrero José Manuel,Quenneville Pierre

Funder

Programa de Becas FPU del Ministerio de Educación y Ciencia

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference37 articles.

1. Timber Structures. Test methods. Cyclic Testing of Joints made with Mechanical Fasteners;EN12512,2001

2. Design method against timber failure mechanisms of dowelled steel-to-timber connections;Hanhijärvi,2007

3. VTT PUBLICATIONS 677: Timber Failure Mechanisms in High-Capacity Dowelled Connections of Timber to Steel;Hanhijärvi,2008

4. P. Quenneville, P. Zarnani, Proposal for the Connection Chapter of the New Zealand Design of Timber Structures, Unpublished, 2017.

5. Timber structures – Joints made with mechanical fasteners – General principles for the determination of strength and deformation characteristics (ISO 6891);EN26891,2001

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