Add to ORKGThis study concerns the failure of dowel-type joints in glued laminated timber under static loading. Failure of joints with a single bolt or dowel due to cracking parallel to the grain direction isconsidered. Results presented concern only the first mode of cracking, i.e. splitting under tension perpendicular to the grain. Fracture is analyzed by the use of linear elastic fracture mechanics concepts; the crack propagation condition is assumed to be based upon the crit-ical energy release rate GIc. A simplified average stress crite-rion allows predicting the onset of splitting. An experimental program was carried out on joints for different structural parameters and bolt diameters. The experimental stable crack growth allowed obtaining the l...
The paper gives a state-of-the-art report on splitting of beams loaded perpendicular to grain by con...
The paper reports on the design of joints in timber beams loaded perpen-dicular to grain. Such joint...
According to the American Wood Association, a tension perpendicular to the grain failure is the evil...
This study concerns the failure of dowel-type joints in glued laminated timber under static loading....
Traditional timber engineering design approaches use for simple geometries stress- or strain-based c...
The results of an investigation of splitting of joints of [1] are used for a discussion of design me...
Nowadays, the use of timber as a building material is gaining more prominence. When designing timber...
In this paper the behavior of different types of single bolt joints for timber structures are studie...
The models developed in the past that aim at predicting the splitting failure of timber beams loaded...
The load carrying capacity of timber connections is whether calculated according to existing models,...
In timber structures, beams which are loaded perpendicular to grain by connections along the span ma...
The work was focused on modelling of cracks and simulations of their propagation in timber beams. Th...
ABSTRACT: This paper describes the application of linear elastic fracture mechanics to the design o...
A fracture mechanics model for analysis of crack initiation and propagation in wood is defined and a...
Timber beams with holes have been analyzed with linear elastic fracture mechanics. The energy releas...
The paper gives a state-of-the-art report on splitting of beams loaded perpendicular to grain by con...
The paper reports on the design of joints in timber beams loaded perpen-dicular to grain. Such joint...
According to the American Wood Association, a tension perpendicular to the grain failure is the evil...
This study concerns the failure of dowel-type joints in glued laminated timber under static loading....
Traditional timber engineering design approaches use for simple geometries stress- or strain-based c...
The results of an investigation of splitting of joints of [1] are used for a discussion of design me...
Nowadays, the use of timber as a building material is gaining more prominence. When designing timber...
In this paper the behavior of different types of single bolt joints for timber structures are studie...
The models developed in the past that aim at predicting the splitting failure of timber beams loaded...
The load carrying capacity of timber connections is whether calculated according to existing models,...
In timber structures, beams which are loaded perpendicular to grain by connections along the span ma...
The work was focused on modelling of cracks and simulations of their propagation in timber beams. Th...
ABSTRACT: This paper describes the application of linear elastic fracture mechanics to the design o...
A fracture mechanics model for analysis of crack initiation and propagation in wood is defined and a...
Timber beams with holes have been analyzed with linear elastic fracture mechanics. The energy releas...
The paper gives a state-of-the-art report on splitting of beams loaded perpendicular to grain by con...
The paper reports on the design of joints in timber beams loaded perpen-dicular to grain. Such joint...
According to the American Wood Association, a tension perpendicular to the grain failure is the evil...