Add to ORKGAn integrative, hierarchically organized testing procedure for the quantification of the load distribution in multi-dowel timber connections is presented herein. The use of contactless deformation measurement systems allowed the combination of test data from single dowel and multi-dowel connections, which gave access to the loads acting on each dowel over the full loading history. As a consequence of the anisotropic material behavior of wood, a nonuniform and progressively changing load distribution among the dowels was found
Large multi-dowel connections can provide the strong and ductile connections required for large, hig...
The timber failure mechanisms at the connection area (block shear, plug shear, row shear, tension at...
The development of accurate structural modelling techniques is required to promote the use of timber...
An integrative, hierarchically organized testing procedure for the quantification of the load distri...
The thorough experimental characterization of a dowel-type connection under various combinations of ...
The aim of the experimental study presented herein is the assessment and quantification of the behav...
Dowel-type connections are commonly used in timber engineering for a large range of structural appli...
The load-to-grain orientation dependence of the mechanical behavior of single-dowel connections is d...
Two different dowel-type joints of differing size were loaded in tension parallel to the grain. The ...
In order to be able to realistically and consistently elucidate and subsequently simulate the load–d...
Large multi-dowel connections can provide the strength and ductility required for large, highly-load...
This Thesis investigated the distribution of load among bolts in a timber joint loaded perpendicular...
Typical elements in structural engineering (beams, trusses, plates and shells) can be investigatedby...
This paper reveals additional knowledge on the bearing behaviour of single fastener connections. By ...
The paper deals with the analysis of the load-carrying capacity of a timber semi-rigid connection cr...
Large multi-dowel connections can provide the strong and ductile connections required for large, hig...
The timber failure mechanisms at the connection area (block shear, plug shear, row shear, tension at...
The development of accurate structural modelling techniques is required to promote the use of timber...
An integrative, hierarchically organized testing procedure for the quantification of the load distri...
The thorough experimental characterization of a dowel-type connection under various combinations of ...
The aim of the experimental study presented herein is the assessment and quantification of the behav...
Dowel-type connections are commonly used in timber engineering for a large range of structural appli...
The load-to-grain orientation dependence of the mechanical behavior of single-dowel connections is d...
Two different dowel-type joints of differing size were loaded in tension parallel to the grain. The ...
In order to be able to realistically and consistently elucidate and subsequently simulate the load–d...
Large multi-dowel connections can provide the strength and ductility required for large, highly-load...
This Thesis investigated the distribution of load among bolts in a timber joint loaded perpendicular...
Typical elements in structural engineering (beams, trusses, plates and shells) can be investigatedby...
This paper reveals additional knowledge on the bearing behaviour of single fastener connections. By ...
The paper deals with the analysis of the load-carrying capacity of a timber semi-rigid connection cr...
Large multi-dowel connections can provide the strong and ductile connections required for large, hig...
The timber failure mechanisms at the connection area (block shear, plug shear, row shear, tension at...
The development of accurate structural modelling techniques is required to promote the use of timber...