DSpace Repository

Experimental and numerical investigation of flexural properties of larch beams reinforced with different layer numbers

Show simple item record

dc.creator Turker, Yasemin Simsek
dc.creator KILINÇARSLAN, Şemsettin
dc.date 2024-01-01T00:00:00Z
dc.date.accessioned 2025-02-25T10:41:30Z
dc.date.available 2025-02-25T10:41:30Z
dc.identifier f32f85a7-ea8e-4c53-a646-22d26c2bacab
dc.identifier 10.7764/rdlc.23.1.47
dc.identifier https://avesis.sdu.edu.tr/publication/details/f32f85a7-ea8e-4c53-a646-22d26c2bacab/oai
dc.identifier.uri http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/101918
dc.description Recent applications demonstrated how fiber-reinforced polymer (FRP) composites can improve the structural capabilities of glulam beams, particularly regarding their flexural and shear strength. With the development of precise numerical models, such systems can be optimized. There is currently a dearth of information in the literature on numerical models that can accurately anticipate the nonlinear behavior of low-grade glued laminated timber beams reinforced with FRP. In this study, larch beams were reinforced with carbon fiber reinforced polymer fabric 1, 2 and 3 layers. The effect of the number of floors on the flexural properties of the beams in reinforcement was investigated experimentally and numerically. As a result of the study, the best flexural properties were achieved with 3-layer reinforcement. It was observed that 1- and 2-layer reinforcement compared to the reference beam were also significantly effective. Numerical analyzes gave close values with experimental test results. As a result of comparing the results obtained from the numerical model with the experimental findings, it was concluded that the FRP fabric managed to significantly increase the performance of larch timber. The model is a useful tool for examining the effect of reinforcement coefficient and will be used for optimization of the larch beam.
dc.language eng
dc.rights info:eu-repo/semantics/openAccess
dc.title Experimental and numerical investigation of flexural properties of larch beams reinforced with different layer numbers
dc.type info:eu-repo/semantics/article


Files in this item

Files Size Format View

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record

Search DSpace


Advanced Search

Browse

My Account