The increasing number of large timber structures and particularly of public buildings requires the assessment and monitoring of timber structures for safe, reliable timber constructions. Within the assessment, one obvious sign are cracks, which occur due to the natural behaviour of wood but also due to physical and/or mechanical excessive stresses. The paper present, categorize and discuss the causes of cracks, explains test standards for the quality control of glulam members and shows possibilities for the assessment
A compilation of available test results relating to the strength of glulam beams with holes is prese...
International audienceNowadays, environment effects, and in particular the reduction of greenhouse e...
The paper gives a general discussion on methods and theories used for strength analyses of wood and ...
The increasing number of wood structure amongst large and potentially public buildings gave a new im...
Cracks in timber structural elements lead users to downgrade them, while their influence on the mech...
Bearing capacity for timber parts with cracks Timber parts with cracks can be found now and then at ...
Durability is essential for outdoor structures to minimize life cycle costs. Timber beams and column...
Durability is essential for outdoor structures to minimize life cycle costs. Timber beams and column...
The work was focused on modelling of cracks and simulations of their propagation in timber beams. Th...
Timber elements often present significant cracks. Although some do not represent a reason for alarm,...
Collapses of timber structures are negative for the competitiveness of timber on the construction ma...
Timber materials for construction have long traditions in Norway, mostly used for smaller and domest...
This work was focused on the experimental testing and finite element analysis (FEA) of timber beams ...
The increasing number of wood structure amongst large and potentially public buildings gave a new im...
Traditional timber engineering design approaches use for simple geometries stress- or strain-based c...
A compilation of available test results relating to the strength of glulam beams with holes is prese...
International audienceNowadays, environment effects, and in particular the reduction of greenhouse e...
The paper gives a general discussion on methods and theories used for strength analyses of wood and ...
The increasing number of wood structure amongst large and potentially public buildings gave a new im...
Cracks in timber structural elements lead users to downgrade them, while their influence on the mech...
Bearing capacity for timber parts with cracks Timber parts with cracks can be found now and then at ...
Durability is essential for outdoor structures to minimize life cycle costs. Timber beams and column...
Durability is essential for outdoor structures to minimize life cycle costs. Timber beams and column...
The work was focused on modelling of cracks and simulations of their propagation in timber beams. Th...
Timber elements often present significant cracks. Although some do not represent a reason for alarm,...
Collapses of timber structures are negative for the competitiveness of timber on the construction ma...
Timber materials for construction have long traditions in Norway, mostly used for smaller and domest...
This work was focused on the experimental testing and finite element analysis (FEA) of timber beams ...
The increasing number of wood structure amongst large and potentially public buildings gave a new im...
Traditional timber engineering design approaches use for simple geometries stress- or strain-based c...
A compilation of available test results relating to the strength of glulam beams with holes is prese...
International audienceNowadays, environment effects, and in particular the reduction of greenhouse e...
The paper gives a general discussion on methods and theories used for strength analyses of wood and ...