Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Khaled Marar"'
Autor:
Özgür Eren, Khaled Marar
Publikováno v:
Materials Research, Vol 13, Iss 2, Pp 135-141 (2010)
Naturally concrete shrinks when it is subjected to a drying environment. If this shrinkage is restrained, tensile stresses develop and concrete may crack. Plastic shrinkage cracks are especially harmful on slabs. One of the methods to reduce the adve
Externí odkaz:
https://doaj.org/article/75798f8e86924b808f12251f5422637f
Publikováno v:
Materiales de Construccion, Vol 51, Iss 262, Pp 5-13 (2001)
A simple, economical and practical impact resistance test method has been developed for high strength fiber reinforced concrete (HSFRC). The results indicated that there is a logarithmic relation between flexural toughness energy (EFT) and impact ene
Externí odkaz:
https://doaj.org/article/2b6f96e140b14bea9769dbdc4c88c3ec
Publikováno v:
KSCE Journal of Civil Engineering. 21:1393-1399
In this study, two grades of concrete namely C30 and C50 were investigated for the direct shear behavior of plain and steel fiber reinforced concrete. Shear tests were performed on concrete beams, 100 × 100 × 300 mm, reinforced with two different a
Autor:
Khaled Marar, Hakan Yalciner
Publikováno v:
Journal of Materials in Civil Engineering. 29
This study develops empirical models for the prediction of the bond strength of uncorroded and corroded reinforcement bars. The effects of hooked reinforcement on the bar’s development leng...
Autor:
Khaled Marar, Özgür Eren
Publikováno v:
Construction and Building Materials. 23:981-988
Effects of crusher dust content in aggregate on properties of fresh and hardened concrete are not very well known. On the other hand, it is known that short discrete fibers delay the propagation of microcracks and improve some properties of concrete.
Publikováno v:
MATEC Web of Conferences, Vol 206, p 02007 (2018)
An investigation is presented here that studied the influence of long-term environmental conditions exposure on cylindrical specimens after initial 28 day moist curing. The specimens were tested after six months subjected to Mediterranean weather ele
Publikováno v:
Materiales de Construcción; Vol. 51 No. 262 (2001); 5-13
Materiales de Construcción; Vol. 51 Núm. 262 (2001); 5-13
Materiales de Construcción; Vol. 51 Núm. 262 (2001); 5-13
A simple, economical and practical impact resistance test method has been developed for high strength fiber reinforced concrete (HSFRC). The results indicated that there is a logarithmic relation between flexural toughness energy (EFT) and impact ene
Autor:
Hakan Yalciner, Khaled Marar
Publikováno v:
Earthquake Engineering
© 2012 Yalciner and Marar, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reprod
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::25a311d28831f5a4c2b0fced9cab4802
https://doi.org/10.5772/47783
https://doi.org/10.5772/47783
Construction is one of the industries of strategic economic importance. Governments using their national institutions are involved in the collection of economic statistics, which indicate the state of their economy in the form of an annual time serie
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::49fde71eb31d6a4153ebe34faa5448e0
https://hdl.handle.net/11129/3030
https://hdl.handle.net/11129/3030
Autor:
Khaled Marar, Özgür Eren
Publikováno v:
Materials Research v.13 n.2 2010
Materials research (São Carlos. Online)
Universidade Federal de São Carlos (UFSCAR)
instacron:ABM ABC ABPOL
Materials Research, Vol 13, Iss 2, Pp 135-141 (2010)
Materials Research, Volume: 13, Issue: 2, Pages: 135-141, Published: JUN 2010
Materials research (São Carlos. Online)
Universidade Federal de São Carlos (UFSCAR)
instacron:ABM ABC ABPOL
Materials Research, Vol 13, Iss 2, Pp 135-141 (2010)
Materials Research, Volume: 13, Issue: 2, Pages: 135-141, Published: JUN 2010
Naturally concrete shrinks when it is subjected to a drying environment. If this shrinkage is restrained, tensile stresses develop and concrete may crack. Plastic shrinkage cracks are especially harmful on slabs. One of the methods to reduce the adve
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3ad3646e274750aedd6072fec8d4c216
https://hdl.handle.net/11129/3033
https://hdl.handle.net/11129/3033