Composite slab numerical strength test method under M-K approach

The paper presents an experimental validation of proposed numerical strength determination function for profiled deck composite slab (PDCS). The study is timely in finding solution to the costlier and mandatory laboratory procedure required for the strength determination for PDCS. The study load car...

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Main Authors: Abd. Karim, Izian, Mohammed, Kachalla
Format: Article
Language:English
Published: Institute of Research and Journals 2016
Online Access:http://psasir.upm.edu.my/id/eprint/13720/
http://psasir.upm.edu.my/id/eprint/13720/1/Composite%20slab%20numerical%20strength%20test%20method%20under%20M-K%20approach.pdf
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author Abd. Karim, Izian
Mohammed, Kachalla
author_facet Abd. Karim, Izian
Mohammed, Kachalla
author_sort Abd. Karim, Izian
building UPM Institutional Repository
collection Online Access
description The paper presents an experimental validation of proposed numerical strength determination function for profiled deck composite slab (PDCS). The study is timely in finding solution to the costlier and mandatory laboratory procedure required for the strength determination for PDCS. The study load carrying capacity is from the longitudinal shear capacity estimation using slope-intercept method. The study yields to the formation of numerical load determination function for PDCS and the validation test programme consisted of four shear span length under unrestrained conditions. The litmus test comparisons of load capacity with the experimental test result shows good prospect of the numerical load model in determining the strength capacity of PDCS. Index Terms- Composite slab, Failure test load, Longitudinal shear, Slope-intercept method.
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spelling upm-137202018-08-14T07:12:33Z http://psasir.upm.edu.my/id/eprint/13720/ Composite slab numerical strength test method under M-K approach Abd. Karim, Izian Mohammed, Kachalla The paper presents an experimental validation of proposed numerical strength determination function for profiled deck composite slab (PDCS). The study is timely in finding solution to the costlier and mandatory laboratory procedure required for the strength determination for PDCS. The study load carrying capacity is from the longitudinal shear capacity estimation using slope-intercept method. The study yields to the formation of numerical load determination function for PDCS and the validation test programme consisted of four shear span length under unrestrained conditions. The litmus test comparisons of load capacity with the experimental test result shows good prospect of the numerical load model in determining the strength capacity of PDCS. Index Terms- Composite slab, Failure test load, Longitudinal shear, Slope-intercept method. Institute of Research and Journals 2016 Article PeerReviewed text en http://psasir.upm.edu.my/id/eprint/13720/1/Composite%20slab%20numerical%20strength%20test%20method%20under%20M-K%20approach.pdf Abd. Karim, Izian and Mohammed, Kachalla (2016) Composite slab numerical strength test method under M-K approach. International Journal of Mechanical and Production Engineering, 4 (9). pp. 42-46. ISSN 2320-2092; ESSN: 2321-2071 http://iraj.in/journal/IJMPE/paper_detail.php?paper_id=5777&name=Composite_Slab_Numerical_Strength_Test_Method_Under_M-K_Approach
spellingShingle Abd. Karim, Izian
Mohammed, Kachalla
Composite slab numerical strength test method under M-K approach
title Composite slab numerical strength test method under M-K approach
title_full Composite slab numerical strength test method under M-K approach
title_fullStr Composite slab numerical strength test method under M-K approach
title_full_unstemmed Composite slab numerical strength test method under M-K approach
title_short Composite slab numerical strength test method under M-K approach
title_sort composite slab numerical strength test method under m-k approach
url http://psasir.upm.edu.my/id/eprint/13720/
http://psasir.upm.edu.my/id/eprint/13720/
http://psasir.upm.edu.my/id/eprint/13720/1/Composite%20slab%20numerical%20strength%20test%20method%20under%20M-K%20approach.pdf