The aim of the tests was to evaluate the potential reduction of the moment capacity of I-joists caused by bondline integrity of the finger joints. Each I-joist was made with 11 different adhesives in the finger joints in tension flange. All the adhesives were from Firenwood selection. Finger joints in tension may show a lower load-bearing capacity in the fire situation depending of the bond line integrity in fire. I-joists were loaded in bending with the tension flange being closer to the fire. I-joists were protected with gypsum plasterboard during the entire fire test. Cavities of the test assembly were filled with stone wool.The FIRENWOOD project is supported under the umbrella of ERA-NET Cofund ForestValue byGermany (Federal Ministry of...
This study investigates the secondary failure of Malaysian Dark Red Meranti (Shorea spp.) and Spruc...
The fire performance of moment-resisting nailed connections between heavy glulam timber members is i...
THE STUDY OF ’DETERMINATION OF PARAMETERS FOR THE DESIGN MODEL FOR TIMBER I-JOISTS IN FIRE’ SHOW THE...
The aim of the tests was to evaluate the potential reduction of the moment capacity of I-joists caus...
Wood construction is growing rapidly and provides a substantial contribution to the development of a...
This report presents the four large-scale fire tests performed within the FIRENWOOD project. The aim...
This testing report summarises the experimental investigations on finger-jointed timber speci- mens,...
The aim of the fire tests presented in this report was to measure the mass loss and the charring dep...
Today, distinct approaches are required when designing timber structures and their joints in the eve...
A numerical study was conducted with the objective of determining cross-sectional and strength and s...
Finger joints have to meet strength performance requirements for the use in structural engineered wo...
Wooden I-joists, being factory-made ultra-light and highly optimised products, are typically used as...
Nordtest and SP Swedish National Testing and Research Institute (SP) have financed a study to draft ...
Timber is one of the primary building materials of today, both in Sweden and in Europe, its uses ran...
The increased popularity of timber buildings has heightened the demand for more knowledge on how tom...
This study investigates the secondary failure of Malaysian Dark Red Meranti (Shorea spp.) and Spruc...
The fire performance of moment-resisting nailed connections between heavy glulam timber members is i...
THE STUDY OF ’DETERMINATION OF PARAMETERS FOR THE DESIGN MODEL FOR TIMBER I-JOISTS IN FIRE’ SHOW THE...
The aim of the tests was to evaluate the potential reduction of the moment capacity of I-joists caus...
Wood construction is growing rapidly and provides a substantial contribution to the development of a...
This report presents the four large-scale fire tests performed within the FIRENWOOD project. The aim...
This testing report summarises the experimental investigations on finger-jointed timber speci- mens,...
The aim of the fire tests presented in this report was to measure the mass loss and the charring dep...
Today, distinct approaches are required when designing timber structures and their joints in the eve...
A numerical study was conducted with the objective of determining cross-sectional and strength and s...
Finger joints have to meet strength performance requirements for the use in structural engineered wo...
Wooden I-joists, being factory-made ultra-light and highly optimised products, are typically used as...
Nordtest and SP Swedish National Testing and Research Institute (SP) have financed a study to draft ...
Timber is one of the primary building materials of today, both in Sweden and in Europe, its uses ran...
The increased popularity of timber buildings has heightened the demand for more knowledge on how tom...
This study investigates the secondary failure of Malaysian Dark Red Meranti (Shorea spp.) and Spruc...
The fire performance of moment-resisting nailed connections between heavy glulam timber members is i...
THE STUDY OF ’DETERMINATION OF PARAMETERS FOR THE DESIGN MODEL FOR TIMBER I-JOISTS IN FIRE’ SHOW THE...