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...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2017
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| Online Access: | http://psasir.upm.edu.my/id/eprint/61189/ http://psasir.upm.edu.my/id/eprint/61189/1/Composite%20slab%20strength%20determination%20approach%20through%20reliability%20analysis.pdf |
| _version_ | 1848854359345987584 |
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| author | Mohammed, Kachalla Abd Karim, Izian Abed Hammood, Rasheed |
| author_facet | Mohammed, Kachalla Abd Karim, Izian Abed Hammood, Rasheed |
| author_sort | Mohammed, Kachalla |
| building | UPM Institutional Repository |
| collection | Online Access |
| 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. |
| first_indexed | 2025-11-15T11:08:37Z |
| format | Article |
| id | upm-61189 |
| institution | Universiti Putra Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T11:08:37Z |
| publishDate | 2017 |
| publisher | Elsevier |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | upm-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 |
| spellingShingle | Mohammed, Kachalla Abd Karim, Izian Abed Hammood, Rasheed Composite slab strength determination approach through reliability analysis |
| title | 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_short | Composite slab strength determination approach through reliability analysis |
| title_sort | composite slab strength determination approach through reliability analysis |
| url | http://psasir.upm.edu.my/id/eprint/61189/ http://psasir.upm.edu.my/id/eprint/61189/ http://psasir.upm.edu.my/id/eprint/61189/ http://psasir.upm.edu.my/id/eprint/61189/1/Composite%20slab%20strength%20determination%20approach%20through%20reliability%20analysis.pdf |