Design model for timber beams reinforced with CFRP plates

Proračunski model za drvene nosače ojačane karbonskim trakama

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2014
Authors
Stevanović, Boško
Glišović, Ivan
Todorović, Marija
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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

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URI
http://grafar.grf.bg.ac.rs/handle/123456789/1215
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