Zobrazeno 1 - 10
of 49
pro vyhledávání: '"Guray Arslan"'
Publikováno v:
Case Studies in Construction Materials, Vol 17, Iss , Pp e01392- (2022)
Shear failure is an undesirable type of failure in terms of structural safety. Particularly, reinforced concrete (RC) deep beams without shear reinforcement are vulnurable to shear failure. In order to improve the shear behavior of such beams, extern
Externí odkaz:
https://doaj.org/article/c5fce179785d40a3aaf671a1706156a9
Publikováno v:
Case Studies in Construction Materials, Vol 17, Iss , Pp e01198- (2022)
This paper presents a comprehensive experimental study to investigate the shear behavior of reinforced concrete (RC) deep beams fully wrapped with fiber reinforced polymer (FRP) strips. A total of eighteen deep beams were tested and the test results
Externí odkaz:
https://doaj.org/article/8a787343ca0f493f812f56a55bfd9cef
Autor:
Mehdi Ozturk, Guray Arslan
Publikováno v:
Buildings, Vol 13, Iss 1, p 141 (2023)
Geopolymer concrete (GC) is an emerging alternative construction material due to it being eco-friendly in production with considerably low carbon emissions. Despite being an alternative material, the structural behavior of GC is a rarely studied subj
Externí odkaz:
https://doaj.org/article/5445e01902714d4eb918b63ba2923ecd
Autor:
Mehdi Ozturk, Guray Arslan
Publikováno v:
Buildings, Vol 12, Iss 12, p 2053 (2022)
Active research is ongoing regarding the mechanical behavior of structural members manufactured from geopolymer concrete (GC), as it lacks standardized/codified manufacturing and design procedures. This study aims to address the shear behavior of GC
Externí odkaz:
https://doaj.org/article/88825407ea23435f9a84d75a8dead307
Autor:
Guray Arslan, Zekeriya Polat
Publikováno v:
Journal of Civil Engineering and Management, Vol 19, Iss 3 (2013)
Reinforced concrete (RC) beams with light transverse reinforcement are vulnerable to shear failure during seismic response. In order to prevent brittle shear failures at beam plastic hinge regions of earthquake-resistant structures, the Turkish Earth
Externí odkaz:
https://doaj.org/article/c47f4d00f463416c9cd68974ad6a2dff
Autor:
Guray Arslan, Melih Hacisalihoglu
Publikováno v:
Journal of Civil Engineering and Management, Vol 19, Iss 1 (2013)
This paper aims to investigate the correct prediction of load carrying capacity of reinforced concrete (RC) columns. Although substantial experimental and analytical researches have been conducted to model and simulate the response of concrete, littl
Externí odkaz:
https://doaj.org/article/65fbf9c8126140868b6e91584cb4937b
Autor:
Guray Arslan
Publikováno v:
Journal of Civil Engineering and Management, Vol 18, Iss 2 (2012)
The shear failure of reinforced concrete beams is one of the fundamental problems in civil engineering; however, the diagonal tension strength of reinforced concrete (RC) beams without stirrups is still in question. This paper focuses on the predicti
Externí odkaz:
https://doaj.org/article/7a0e14aaae9e4aa6aad040732153ca34
Autor:
Guray Arslan, Ercan Cihanli
Publikováno v:
Journal of Civil Engineering and Management, Vol 16, Iss 4 (2010)
The ductility of reinforced concrete beams is very important, since it is essential to avoid a brittle failure of the structure by ensuring adequate curvature at the ultimate limit state. One of the procedures used to quantify ductility is based on c
Externí odkaz:
https://doaj.org/article/cb189ed522d0476f9158de50e609d180
Autor:
Guray Arslan
Publikováno v:
Journal of Civil Engineering and Management, Vol 14, Iss 3 (2008)
This study presents alternative cracking shear strength equations for slender reinforced concrete (RC) beams without stirrups. More than 80 data has been obtained from existing sources of RC beam shear test results covering a wide range of beam prope
Externí odkaz:
https://doaj.org/article/93bfb72fc4a644a798cdd49601c81577
Publikováno v:
Structures. 48:1391-1402
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8c3657aa51afdee6265555b57d3f63cc
https://doi.org/10.1016/j.istruc.2023.01.028
https://doi.org/10.1016/j.istruc.2023.01.028