Add to ORKGThe load carrying capacity of timber connections is whether calculated according to existing models, e.g. the so-called Johansen model for connections with dowel-type fasteners, or determined by testing, e.g. connections with plate connectors. However, when loaded perpendicular to the grain and / or in shear, cracking of the timber may limit the load carrying capacity, a failure mode with which existing models do not deal. Within CIB-W18, the last five years several papers on this subject were presented. Some of the papers discuss a possible theoretical approach based on fracture mechanical considerations; most of the papers discuss test results. At the Universities of Delft and Eindhoven in the Netherlands a comprehensive research recently...
The models developed in the past that aim at predicting the splitting failure of timber beams loaded...
The models developed in the past that aim at predicting the splitting failure of timber beams loaded...
The timber failure mechanisms at the connection area (block shear, plug shear, row shear, tension at...
The load carrying capacity of timber connections is whether calculated according to existing models,...
The load-bearing capacity of a timber member loaded perpendicular-to-grain by connections is governe...
The load-bearing capacity of a timber member loaded perpendicular-to-grain by connections is governe...
Timber elements loaded perpendicular to the grain by connections may fail as a result of exceeding e...
Timber elements loaded perpendicular to the grain by connections may fail as a result of exceeding e...
Timber elements loaded perpendicular to the grain by connections may fail as a result of exceeding e...
In timber structures, beams which are loaded perpendicular to grain by connections along the span ma...
In timber structures, beams which are loaded perpendicular to grain by connections along the span ma...
In timber structures, beams which are loaded perpendicular to grain by connections along the span ma...
In timber structures, beams which are loaded perpendicular to grain by connections along the span ma...
In timber structures, beams which are loaded perpendicular to grain by connections along the span ma...
Nowadays, the use of timber as a building material is gaining more prominence. When designing timber...
The models developed in the past that aim at predicting the splitting failure of timber beams loaded...
The models developed in the past that aim at predicting the splitting failure of timber beams loaded...
The timber failure mechanisms at the connection area (block shear, plug shear, row shear, tension at...
The load carrying capacity of timber connections is whether calculated according to existing models,...
The load-bearing capacity of a timber member loaded perpendicular-to-grain by connections is governe...
The load-bearing capacity of a timber member loaded perpendicular-to-grain by connections is governe...
Timber elements loaded perpendicular to the grain by connections may fail as a result of exceeding e...
Timber elements loaded perpendicular to the grain by connections may fail as a result of exceeding e...
Timber elements loaded perpendicular to the grain by connections may fail as a result of exceeding e...
In timber structures, beams which are loaded perpendicular to grain by connections along the span ma...
In timber structures, beams which are loaded perpendicular to grain by connections along the span ma...
In timber structures, beams which are loaded perpendicular to grain by connections along the span ma...
In timber structures, beams which are loaded perpendicular to grain by connections along the span ma...
In timber structures, beams which are loaded perpendicular to grain by connections along the span ma...
Nowadays, the use of timber as a building material is gaining more prominence. When designing timber...
The models developed in the past that aim at predicting the splitting failure of timber beams loaded...
The models developed in the past that aim at predicting the splitting failure of timber beams loaded...
The timber failure mechanisms at the connection area (block shear, plug shear, row shear, tension at...