scholarly journals Brittle failure in the parallel-to-grain direction of timber connections with small diameter dowel-type fasteners: A new design model for plug shear

2021 ◽  
Vol 241 ◽  
pp. 112450
Author(s):  
Miguel Yurrita ◽  
José Manuel Cabrero ◽  
Ezequiel Moreno-Zapata
Keyword(s):  
Brittle Failure ◽  
Small Diameter ◽  
Design Model ◽  
Timber Connections

A probabilistic study of brittle failure in dowel-type timber connections with steel plates loaded parallel to the grain

2019 ◽  
Vol 14 (5) ◽  
pp. 298-311 ◽  
Author(s):  
José Manuel Cabrero ◽  
Dániel Honfi ◽  
Robert Jockwer ◽  
Miguel Yurrita
Keyword(s):  
Brittle Failure ◽  
Steel Plates ◽  
Probabilistic Study ◽  
Timber Connections

Brittle failure in timber connections loaded parallel to the grain

2015 ◽  
Vol 168 (10) ◽  
pp. 760-770 ◽  
Author(s):  
Jørgen L. Jensen ◽  
Ulf Arne Girhammar ◽  
Pierre Quenneville
Keyword(s):  
Brittle Failure ◽  
Timber Connections

scholarly journals Analysis of various failure models of steel-wood connections with self-drilling dowels

2020 ◽  
Vol 17 (5) ◽  
pp. 72-81
Author(s):  
Quoc Phong Tran ◽  
Keyword(s):  
Bearing Capacity ◽  
Brittle Failure ◽  
Large Diameter ◽  
Small Diameter ◽  
Load Bearing Capacity ◽  
Load Bearing ◽  
Failure Propagation ◽  
Failure Models ◽  
Dowel Connections ◽  
Wooden Structures

The load-bearing capacity of the dowel connections of wooden structures is determined by two limiting states, namely, by the failure of wood (crumpling) or deformation of steel dowel (bending). Both failure models are plastic. In some cases, brittle failure is possible, which will determine the load-bearing capacity of the connection. However, the regulations in the Russian Federation do not consider the brittle failure of dowel connections because this type of failure is excluded by the rules for placing dowels. Appendix A of Eurocode 5 includes types of brittle failure caused by chipping of a block or slipping of wood in connection. In [10, 11], the authors consider various fracture models for connections with large-diameter dowels (over 12 mm). In the present study, the author evaluates and classifies calculation models for brittle failure in connections of wooden structures using self-drilling dowels of small diameter (less than 12 mm), which are not presented in the Eurocode 5 and SP 64.13330.2017 standards. Solutions are proposed for reducing the probability of brittle failure propagation in such connections.

Brittle failure in timber connections loaded parallel to the grain

2015 ◽  
Vol 168 (10) ◽  
pp. 760-770 ◽  
Author(s):  
Jørgen L. Jensen ◽  
Ulf Arne Girhammar ◽  
Pierre Quenneville
Keyword(s):  
Brittle Failure ◽  
Timber Connections
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