The purpose of this paper is to adopt the Johansen's yielding theory as a possibility to predict the ultimate load for timber‐to‐concrete joints using self‐tapping threaded connectors screwed at an angle into the wood. The ultimate load‐bearing capacity of a single connector is predicted to be when either the stresses in the wood reach the plastic failure stress level or when a combination of plastic failure in wood and dowel is attained. K. W. Johansen assumed that no axial tension occurred in the dowel and, thus no frictional contribution affected the lateral load‐bearing capacity. However, the joints with inclined fasteners are first affected by tension load, so the withdrawal capacity of the screws has to be taken into account. In order...
In this paper the behavior of different types of single bolt joints for timber structures are studie...
Timber connections can fail in a ductile or in a brittle way. A structural design that guarantees a ...
The paper deals with the analysis of the rotational stiffness of a semirigid connection created from...
The purpose of this paper is to adopt the Johansen's yielding theory as a possibility to predict the...
This paper briefly reviews the load-carrying capacity predictive models for dowel-type connectors in...
Interest in timber-concrete composite (TCC) floors has increased over the last 30 years. TCC technol...
The paper deals with the analysis of the load-carrying capacity of a timber semi-rigid connection cr...
The development of a new approach to predicting the load-displacement interaction of bolted wood con...
Mechanical timber connections can fail both in a brittle and a ductile manner depending on the joint...
Dowel-type fastener connections perpendicular to grain may fail in either a ductile or a brittle fas...
The use of timber pins in connecting timber elements is a valid alternative to the employment of met...
Ductile behavior of timber connections with metal fasteners is essential to achieve a robust structu...
For safety reasons, ductile failure in timber connections with dowel-type fasteners is always recomm...
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...
In this paper the behavior of different types of single bolt joints for timber structures are studie...
Timber connections can fail in a ductile or in a brittle way. A structural design that guarantees a ...
The paper deals with the analysis of the rotational stiffness of a semirigid connection created from...
The purpose of this paper is to adopt the Johansen's yielding theory as a possibility to predict the...
This paper briefly reviews the load-carrying capacity predictive models for dowel-type connectors in...
Interest in timber-concrete composite (TCC) floors has increased over the last 30 years. TCC technol...
The paper deals with the analysis of the load-carrying capacity of a timber semi-rigid connection cr...
The development of a new approach to predicting the load-displacement interaction of bolted wood con...
Mechanical timber connections can fail both in a brittle and a ductile manner depending on the joint...
Dowel-type fastener connections perpendicular to grain may fail in either a ductile or a brittle fas...
The use of timber pins in connecting timber elements is a valid alternative to the employment of met...
Ductile behavior of timber connections with metal fasteners is essential to achieve a robust structu...
For safety reasons, ductile failure in timber connections with dowel-type fasteners is always recomm...
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...
In this paper the behavior of different types of single bolt joints for timber structures are studie...
Timber connections can fail in a ductile or in a brittle way. A structural design that guarantees a ...
The paper deals with the analysis of the rotational stiffness of a semirigid connection created from...