Size effect two and three dımensıonal bending beams with CFRP
Is this your thesis?
This record came from a bulk archive import. If it’s yours, link it to your profile.
Abstract (EN)
In this study, two and three dimensional size effect of simply supported concrete beams which are in different sizes and loaded in three points is experimentally investigated. Test beams which have maximum 15mm aggregate size are strengthened by CFRP glued to beam for bending. Test beams are divided in three groups and tested with variable sizes in two and three dimension. This experimental study results show us that there is a size effect in fracture of beams.
Author
Eyub Mustafa Kaya
How to Cite
Eyub Mustafa Kaya (Master Thesis). Size effect two and three dımensıonal bending beams with CFRP, 2010, Gazi University.
Keywords
License
Tüm Hakları Saklıdır
This work is shared under the specified license terms.
More theses from Gazi University
- Occupational accident analysis and modelling in oil and gas drilling sector Turkey(2021)
- XVI. yüzyıl Anadolu'sunda Oğuzların Karkın Boyu(2004)
- Experimental development of the interfacial bond-slip model between textile reinforced mortar strips and masonry walls(2025)
- Sharing of real life geometry samples via a social learning environment: A case study(2021)
- Evaluatıon of calcium hydroxide removal efficiency of two different irrigation activation techniques from artificial internal resorption cavities prepared at different root levels(2021)
- The use of verbal memory in the context of sustainability and power at the museums of Turk(2010)