A platform for research: civil engineering, architecture and urbanism
Numerical and Experimental Research on Delamination of Glulam Elements
The paper presents numerical and experimental research on glulam delamination in a double lap connection with predominant shear stresses. Laboratory tests and wide literature survey enabled to determine timber and glue joint parameters. Cohesive zone theory, generally used for epoxy matrix and fiber reinforced composites, was adopted to modelling glue layer delamination in glulam elements. Numerical models were validated with laboratory tests.
Numerical and Experimental Research on Delamination of Glulam Elements
The paper presents numerical and experimental research on glulam delamination in a double lap connection with predominant shear stresses. Laboratory tests and wide literature survey enabled to determine timber and glue joint parameters. Cohesive zone theory, generally used for epoxy matrix and fiber reinforced composites, was adopted to modelling glue layer delamination in glulam elements. Numerical models were validated with laboratory tests.
Numerical and Experimental Research on Delamination of Glulam Elements
Kawecki B. (author) / Podgórski J. (author)
2018
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Numerical and Experimental Research on Delamination of Glulam Elements
Online Contents | 2018
|Checking and delamination in Glulam bridge members
Engineering Index Backfile | 1963
|Study of checking and delamination in Glulam bridge members
Engineering Index Backfile | 1965
|GLULAM BEAM, ANCHOR FOR SECURING IN A GLULAM BEAM, GLULAM BEAM JOINT ASSEMBLY
European Patent Office | 2016
|British Library Conference Proceedings | 1991
|