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Design model for timber beams reinforced with CFRP plates

Proračunski model za drvene nosače ojačane karbonskim trakama

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2014
1213.pdf (2.770Mb)
Authors
Stevanović, Boško
Glišović, Ivan
Todorović, Marija
Conference object (Published version)
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Abstract
This paper describes design model developed to predict the flexural capacity and stiffness of timber beams reinforced with CFRP plates. The model is calibrated using the results of the unreinforced beams tests and modified to account for the effect of the CFRP reinforcement. Theoretical results of reinforced glulam beams were compared to experimental results and they match well.
Source:
Zbornik radova Građevinskog fakulteta, 2014, 30, 185-191
Publisher:
  • Građevinski fakultet, Subotica
Note:
  • Zbornik radova Građevinskog fakulteta

DOI: 10.14415/konferencijaGFS2014.024

ISSN: 0352-6852

[ Google Scholar ]
URI
http://grafar.grf.bg.ac.rs/handle/123456789/1215
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за материјале и конструкције
Institution
GraFar
TY  - CONF
AU  - Stevanović, Boško
AU  - Glišović, Ivan
AU  - Todorović, Marija
PY  - 2014
UR  - http://grafar.grf.bg.ac.rs/handle/123456789/1215
AB  - This paper describes design model developed to predict the flexural capacity and stiffness of timber beams reinforced with CFRP plates. The model is calibrated using the results of the unreinforced beams tests and modified to account for the effect of the CFRP reinforcement. Theoretical results of reinforced glulam beams were compared to experimental results and they match well.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova Građevinskog fakulteta
T1  - Design model for timber beams reinforced with CFRP plates
T1  - Proračunski model za drvene nosače ojačane karbonskim trakama
EP  - 191
SP  - 185
VL  - 30
DO  - 10.14415/konferencijaGFS2014.024
ER  - 
@conference{
author = "Stevanović, Boško and Glišović, Ivan and Todorović, Marija",
year = "2014",
url = "http://grafar.grf.bg.ac.rs/handle/123456789/1215",
abstract = "This paper describes design model developed to predict the flexural capacity and stiffness of timber beams reinforced with CFRP plates. The model is calibrated using the results of the unreinforced beams tests and modified to account for the effect of the CFRP reinforcement. Theoretical results of reinforced glulam beams were compared to experimental results and they match well.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova Građevinskog fakulteta",
title = "Design model for timber beams reinforced with CFRP plates, Proračunski model za drvene nosače ojačane karbonskim trakama",
pages = "191-185",
volume = "30",
doi = "10.14415/konferencijaGFS2014.024"
}
Stevanović B, Glišović I, Todorović M. Proračunski model za drvene nosače ojačane karbonskim trakama. Zbornik radova Građevinskog fakulteta. 2014;30:185-191
Stevanović, B., Glišović, I.,& Todorović, M. (2014). Proračunski model za drvene nosače ojačane karbonskim trakama.
Zbornik radova Građevinskog fakultetaGrađevinski fakultet, Subotica., 30, 185-191.
https://doi.org/10.14415/konferencijaGFS2014.024
Stevanović Boško, Glišović Ivan, Todorović Marija, "Proračunski model za drvene nosače ojačane karbonskim trakama" 30 (2014):185-191,
https://doi.org/10.14415/konferencijaGFS2014.024 .

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