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Composite slab strength determination approach through reliability analysis

The economic use and ease of construction of profiled deck composite slabs faces the challenge of complex and costly strength determination procedures. This is through the longitudinal shear strength determination that shows the level of composite action between the decking sheet and concrete, and a...

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Main Authors: Mohammed, Kachalla, Abd Karim, Izian, Abed Hammood, Rasheed
Format: Article
Language:English
Published: Elsevier 2017
Online Access:http://psasir.upm.edu.my/id/eprint/61189/1/Composite%20slab%20strength%20determination%20approach%20through%20reliability%20analysis.pdf
http://psasir.upm.edu.my/id/eprint/61189/
https://www.journals.elsevier.com/journal-of-building-engineering/
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spelling my.upm.eprints.611892019-03-04T03:57:34Z http://psasir.upm.edu.my/id/eprint/61189/ Composite slab strength determination approach through reliability analysis Mohammed, Kachalla Abd Karim, Izian Abed Hammood, Rasheed The economic use and ease of construction of profiled deck composite slabs faces the challenge of complex and costly strength determination procedures. This is through the longitudinal shear strength determination that shows the level of composite action between the decking sheet and concrete, and a number of methods are available for its determination; the partial shear method is one such method. The Eurocode design provision requires experimental procedures in establishing the shear strength parameter. However, the cost and time constraint associated with the strength verification is a critical issue of major concern that is currently receiving attention. This study proposes to address these challenges by implementing a rational based approach in developing a numerical function for profiled composite slab strength devoid of experimental procedure. The developed methodology is from reliability-based analyses of longitudinal shear load carrying capacity of profiled deck composite slab from partial shear connection method to Eurocode provision. The proposed methodology results indicate good agreement with the performance of full-scale experimental tests. Elsevier 2017-01 Article PeerReviewed text en http://psasir.upm.edu.my/id/eprint/61189/1/Composite%20slab%20strength%20determination%20approach%20through%20reliability%20analysis.pdf Mohammed, Kachalla and Abd Karim, Izian and Abed Hammood, Rasheed (2017) Composite slab strength determination approach through reliability analysis. Journal of Building Engineering, 9. pp. 1-9. ISSN 2352-7102 https://www.journals.elsevier.com/journal-of-building-engineering/ 10.1016/j.jobe.2016.11.002
institution Universiti Putra Malaysia
building UPM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Putra Malaysia
content_source UPM Institutional Repository
url_provider http://psasir.upm.edu.my/
language English
description The economic use and ease of construction of profiled deck composite slabs faces the challenge of complex and costly strength determination procedures. This is through the longitudinal shear strength determination that shows the level of composite action between the decking sheet and concrete, and a number of methods are available for its determination; the partial shear method is one such method. The Eurocode design provision requires experimental procedures in establishing the shear strength parameter. However, the cost and time constraint associated with the strength verification is a critical issue of major concern that is currently receiving attention. This study proposes to address these challenges by implementing a rational based approach in developing a numerical function for profiled composite slab strength devoid of experimental procedure. The developed methodology is from reliability-based analyses of longitudinal shear load carrying capacity of profiled deck composite slab from partial shear connection method to Eurocode provision. The proposed methodology results indicate good agreement with the performance of full-scale experimental tests.
format Article
author Mohammed, Kachalla
Abd Karim, Izian
Abed Hammood, Rasheed
spellingShingle Mohammed, Kachalla
Abd Karim, Izian
Abed Hammood, Rasheed
Composite slab strength determination approach through reliability analysis
author_facet Mohammed, Kachalla
Abd Karim, Izian
Abed Hammood, Rasheed
author_sort Mohammed, Kachalla
title Composite slab strength determination approach through reliability analysis
title_short Composite slab strength determination approach through reliability analysis
title_full Composite slab strength determination approach through reliability analysis
title_fullStr Composite slab strength determination approach through reliability analysis
title_full_unstemmed Composite slab strength determination approach through reliability analysis
title_sort composite slab strength determination approach through reliability analysis
publisher Elsevier
publishDate 2017
url http://psasir.upm.edu.my/id/eprint/61189/1/Composite%20slab%20strength%20determination%20approach%20through%20reliability%20analysis.pdf
http://psasir.upm.edu.my/id/eprint/61189/
https://www.journals.elsevier.com/journal-of-building-engineering/
_version_ 1643837523808485376
score 13.211869

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