BEHAVIOUR OF HIGH STRENGTH CONCRETE COMPOSITE SLABS WITH DIFFERENT END ANCHORAGES

Autor:	Emad Etman, Mohamed Dabaon, Ahmed Taha
Jazyk:	Arabic<br />English
Rok vydání:	2015
Předmět:	composite slabs end anchorage longitudinal shear capacity moment capacity steel deck high strength concrete end slip Engineering (General). Civil engineering (General) TA1-2040
Zdroj:	Journal of Engineering Research - Egypt, Vol 1, Iss 2015, Pp 121-141 (2015)
Druh dokumentu:	article
ISSN:	2356-9441 2735-4873
DOI:	10.21608/erjeng.2015.126811
Popis:	This study is performed to investigate experimentally the behaviour of steel deck composite slabs with different end anchorages. End anchorage as a type of shear connection for composite slabs plays an important role to prevent relative slip between concrete and steel deck. The presented composite slab specimens are made of high strength concrete and loaded at a specific shear span. Objectives of this study is to evaluate experimentally load carrying capacity, end slip, mode of failure, shear bond capacity, and the end anchorage contribution to the whole composite slab behaviour. Research also presents a comparison between the experimental results and the theoretical results derived according to m-k and partial shear connection methods included in these standards (BS 5950-4:1994, CSSBI S3-2003, and EC4 EN 1994-1-1:2004).
Databáze:	Directory of Open Access Journals
Externí odkaz:	https://doaj.org/article/ff721a2c6f2c474c90058a3b4baabea2 Zobrazit plný text záznamu View record in DOAJ