Glulam is a product that was engineered to make use of timber in a more efficient way. Bychoosing timber of similar quality and discarding natural defects during production, thedevelopment of a stronger cross-section is achieved.Carbon fiber is a relatively new material with a high tension capacity. This feature is used toexamine how the bending capacity of the beams improve by adhering carbon fiber laminateson the lower edge of the beamsThe strength of the material is tested with three experiments: carbon fiber on the bottom of thebeam (a), carbon fiber attached to the lower sides of the beam (b) and carbon fiber in thebeam, covered with a layer of wood (c) The results show that the first case, where the carbon fiber is attached to the bot...
Wood properties are often inappropriate for high performance structural applications. Major drawback...
The point with this exam-essay is to study how the strength in glulam beams reinforced with carbon f...
Wood properties are often inappropriate for high performance structural applications. Major drawback...
Glulam is a product that was engineered to make use of timber in a more efficient way. Bychoosing ti...
The stiffness requirements in the design of timber beams in serviceability limit state is a factor t...
The stiffness requirements in the design of timber beams in serviceability limit state is a factor t...
The idea of reinforcing glued laminated timber (glulam) beams came in response to the need to improv...
As climate change becomes an increasingly pressing issue worldwide, the buildings and construction i...
The main objective of this experimental study is the determination of the flexural properties of rei...
Owing to the natural defects of wood, structural timber is currently used with conservative safety f...
This paper offers a detailed, quantitative and exhaustive experimental comparison in terms of mechan...
The authors also gratefully acknowledge the important contribution of lab technician David Jiménez....
Owing to the natural defects of wood, structural timber is currently used with conservative safety f...
Changes in the condition of existing timber structures can be caused by fatigue or biological attack...
Wood properties are often inappropriate for high performance structural applications. Major drawback...
Wood properties are often inappropriate for high performance structural applications. Major drawback...
The point with this exam-essay is to study how the strength in glulam beams reinforced with carbon f...
Wood properties are often inappropriate for high performance structural applications. Major drawback...
Glulam is a product that was engineered to make use of timber in a more efficient way. Bychoosing ti...
The stiffness requirements in the design of timber beams in serviceability limit state is a factor t...
The stiffness requirements in the design of timber beams in serviceability limit state is a factor t...
The idea of reinforcing glued laminated timber (glulam) beams came in response to the need to improv...
As climate change becomes an increasingly pressing issue worldwide, the buildings and construction i...
The main objective of this experimental study is the determination of the flexural properties of rei...
Owing to the natural defects of wood, structural timber is currently used with conservative safety f...
This paper offers a detailed, quantitative and exhaustive experimental comparison in terms of mechan...
The authors also gratefully acknowledge the important contribution of lab technician David Jiménez....
Owing to the natural defects of wood, structural timber is currently used with conservative safety f...
Changes in the condition of existing timber structures can be caused by fatigue or biological attack...
Wood properties are often inappropriate for high performance structural applications. Major drawback...
Wood properties are often inappropriate for high performance structural applications. Major drawback...
The point with this exam-essay is to study how the strength in glulam beams reinforced with carbon f...
Wood properties are often inappropriate for high performance structural applications. Major drawback...