LOGIN TO YOUR ACCOUNT

Username
Password
Remember Me
Or use your Academic/Social account:

CREATE AN ACCOUNT

Or use your Academic/Social account:

Congratulations!

You have just completed your registration at OpenAire.

Before you can login to the site, you will need to activate your account. An e-mail will be sent to you with the proper instructions.

Important!

Please note that this site is currently undergoing Beta testing.
Any new content you create is not guaranteed to be present to the final version of the site upon release.

Thank you for your patience,
OpenAire Dev Team.

Close This Message

CREATE AN ACCOUNT

Name:
Username:
Password:
Verify Password:
E-mail:
Verify E-mail:
*All Fields Are Required.
Please Verify You Are Human:
fbtwitterlinkedinvimeoflicker grey 14rssslideshare1
Putzolu, Mariana (2017)
Publisher: Institutional Repository of Kaunas University of Technology
Languages: Lithuanian
Types: Master thesis
Subjects: analysis ; FRP ; fibers
One of the most problematic point in construction is the durability of the concrete especially related to corrosion of the steel reinforcement. Due to this problem the construction sector, introduced the use of Fiber Reinforced Polymer, the main fibers used in construction are Glass, Carbon and Aramid. In this study, the author aim to analyse the flexural behaviour of concrete beams reinforced with FRP. This aim is achieved by the analysis of specimens reinforced with GFRP bars, with theoretical calculations of deflections and comparing the results with the experimental data from the literature. With the theoretical calculations, the main problems are the conservative results obtained from them if compared to the experimental data. To compensate this difference has been used a coefficient of 0.75 in the cracked section moment of inertia to decrease this value obtaining a more coincident results compared to the experiment one.
  • No references.
  • No related research data.
  • No similar publications.

Share - Bookmark

Cite this article