Zobrazeno 1 - 10
of 46
pro vyhledávání: '"Kaiss F. Sarsam"'
Publikováno v:
Case Studies in Construction Materials, Vol 8, Iss , Pp 434-446 (2018)
Eighteen reactive powder concrete (RPC) beams subjected to monotonic loading were tested to quantify the effect of a novel cementitious matrix materials on the shear behavior of longitudinally reinforced RPC beams without web reinforcement. The main
Externí odkaz:
https://doaj.org/article/24089d1e01b748328af5e9b4d01b86de
Publikováno v:
Engineering and Technology Journal, Vol 33, Iss 7A, Pp 1537-1554 (2015)
This study is an attempt to provide experimental test data for reactive powder concrete (RPC) beams strengthened by externally bonded carbon fiber reinforced polymer (CFRP) in flexure. The mixing procedure used in this work presents a successful wayt
Externí odkaz:
https://doaj.org/article/00e4dcf002f84e0582e134a007c95457
Publikováno v:
Engineering and Technology Journal, Vol 33, Iss 1A, Pp 1-11 (2015)
The behavior and shear strength characteristics of eight SFRHSC beams strengthened with CFRP strips subjected to combined bending and shear are studied in the present research (in addition to a 9th control beam without CFRP strengthening). The studie
Externí odkaz:
https://doaj.org/article/9a99ca954b6a4d20a4debd2277df5cb4
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 21, Iss 1 (2017)
A nonlinear finite element analysis carried out to investigate the behavior of a simply supported reinforced concrete deep beams to study their shear behavior after being strengthened by externally bonded carbon fiber composites materials (CFRP). Sev
Externí odkaz:
https://doaj.org/article/936091f8f1b0436b9efaef22f091c371
Publikováno v:
Engineering and Technology Journal, Vol 32, Iss 10, Pp 2491-2513 (2014)
This paperrepresents an experimental and statistical investigation for the behavior of connectionpoints produced by using self-compacting concrete and subjected to direct shear. The investigation also includes the effect of carbon fiber inclusion as
Externí odkaz:
https://doaj.org/article/0a2bfc93374c4248afdf7b57c2956788
Publikováno v:
Engineering and Technology Journal, Vol 32, Iss 11, Pp 2734-2744 (2014)
The strength of concrete is considered as the most basic and important material property in the design of reinforced concrete structures. The two standard methods (ASTMC39-03 and BS1881-part 116) for determining the compressive strength of concrete a
Externí odkaz:
https://doaj.org/article/08b34e4d8a034db692155aed531ce2cb
Publikováno v:
Engineering and Technology Journal, Vol 31, Iss 13, Pp 2462-2476 (2013)
This work confirms results indicated by previous research that uniformly distributed loading leads to higher reinforced concrete (RC) beam shear capacitycompared to 1 or 2 point loading. Different design methods are compared in this investigation, in
Externí odkaz:
https://doaj.org/article/9cb59684007045bb95e8875a07272a22
Publikováno v:
Engineering and Technology Journal, Vol 31, Iss 10, Pp 1897-1913 (2013)
From the various kinds of concrete, lightweight concrete (LWC) is one of the most interesting subjects for researchers because of its advantages such as the savings in concrete member size, reinforcement, formwork and scaffolding , foundation costs a
Externí odkaz:
https://doaj.org/article/a518a5c6e3cd4c0fac353dc4bf00b379
Publikováno v:
Engineering and Technology Journal, Vol 30, Iss 17, Pp 2999-3022 (2012)
جرت عملیة استقصاء عملی على سلوک عتبات خرسانیة عالیة المقاومة مصنوعة من المساحیق الفعالة. خمسة عشرة عتبة تحوی حدید تسلیح طولی تم صبھا وخال
Externí odkaz:
https://doaj.org/article/decd640a139c447f913a39ce3e11b3cb
Publikováno v:
Engineering and Technology Journal, Vol 30, Iss 16, Pp 2923-2936 (2012)
The phenomenon of dowel action as a shear transfer mechanism across cracks has long been recognized as an important component of the overall shear resistance capacity of reinforced concrete beams. The dowel contribution to shear depends primarily on
Externí odkaz:
https://doaj.org/article/adae80d7b03f4e4abbe373d81b5d460e