TY  - CONF
AU  - Glišović, Ivan
AU  - Pavlović, Marko
AU  - Stevenović, B.
AU  - Todorović, Marija
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/742
AB  - Timber beams can effectively be reinforced using externally bonded fibre reinforced polymer (FRP) composites. This paper describes a nonlinear 3-dimensional finite element model which was developed in order to accurately simulate the bending behaviour of unreinforced and carbon FRP plate reinforced glulam beams. The model incorporates suitable constitutive relationship for each material and utilises anisotropic plasticity theory for timber in compression. Failure of beams was modelled based on the maximum stress criterion. The results of the finite element analysis showed a good agreement with experimental findings for load-deflection behaviour, stiffness, ultimate load carrying capacity and strain profile distribution of unreinforced and reinforced beams. The proposed model can be used to examine the effect of different geometries or materials on the mechanical performance of reinforced system.
PB  - Vienna University of Technology
C3  - WCTE 2016 - World Conference on Timber Engineering
T1  - Numerical modelling of glulam beams externally reinforced with CFRP plates
UR  - https://hdl.handle.net/21.15107/rcub_grafar_742
ER  - 

@conference{
author = "Glišović, Ivan and Pavlović, Marko and Stevenović, B. and Todorović, Marija",
year = "2016",
abstract = "Timber beams can effectively be reinforced using externally bonded fibre reinforced polymer (FRP) composites. This paper describes a nonlinear 3-dimensional finite element model which was developed in order to accurately simulate the bending behaviour of unreinforced and carbon FRP plate reinforced glulam beams. The model incorporates suitable constitutive relationship for each material and utilises anisotropic plasticity theory for timber in compression. Failure of beams was modelled based on the maximum stress criterion. The results of the finite element analysis showed a good agreement with experimental findings for load-deflection behaviour, stiffness, ultimate load carrying capacity and strain profile distribution of unreinforced and reinforced beams. The proposed model can be used to examine the effect of different geometries or materials on the mechanical performance of reinforced system.",
publisher = "Vienna University of Technology",
journal = "WCTE 2016 - World Conference on Timber Engineering",
title = "Numerical modelling of glulam beams externally reinforced with CFRP plates",
url = "https://hdl.handle.net/21.15107/rcub_grafar_742"
}

Glišović, I., Pavlović, M., Stevenović, B.,& Todorović, M.. (2016). Numerical modelling of glulam beams externally reinforced with CFRP plates. in WCTE 2016 - World Conference on Timber Engineering
Vienna University of Technology..
https://hdl.handle.net/21.15107/rcub_grafar_742

Glišović I, Pavlović M, Stevenović B, Todorović M. Numerical modelling of glulam beams externally reinforced with CFRP plates. in WCTE 2016 - World Conference on Timber Engineering. 2016;.
https://hdl.handle.net/21.15107/rcub_grafar_742 .

Glišović, Ivan, Pavlović, Marko, Stevenović, B., Todorović, Marija, "Numerical modelling of glulam beams externally reinforced with CFRP plates" in WCTE 2016 - World Conference on Timber Engineering (2016),
https://hdl.handle.net/21.15107/rcub_grafar_742 .