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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
https://grafar.grf.bg.ac.rs/handle/123456789/1215
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за материјале и конструкције
Institution/Community
GraFar
TY  - CONF
AU  - Stevanović, Boško
AU  - Glišović, Ivan
AU  - Todorović, Marija
PY  - 2014
UR  - https://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
UR  - conv_4053
ER  - 
@conference{
author = "Stevanović, Boško and Glišović, Ivan and Todorović, Marija",
year = "2014",
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",
url = "conv_4053"
}
Stevanović, B., Glišović, I.,& Todorović, M.. (2014). Design model for timber beams reinforced with CFRP plates. in Zbornik radova Građevinskog fakulteta
Građevinski fakultet, Subotica., 30, 185-191.
https://doi.org/10.14415/konferencijaGFS2014.024
conv_4053
Stevanović B, Glišović I, Todorović M. Design model for timber beams reinforced with CFRP plates. in Zbornik radova Građevinskog fakulteta. 2014;30:185-191.
doi:10.14415/konferencijaGFS2014.024
conv_4053 .
Stevanović, Boško, Glišović, Ivan, Todorović, Marija, "Design model for timber beams reinforced with CFRP plates" in Zbornik radova Građevinskog fakulteta, 30 (2014):185-191,
https://doi.org/10.14415/konferencijaGFS2014.024 .,
conv_4053 .

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