Composite slab numerical strength test method under partial connection approach

Citation

Mohammed, Kachalla and Abd. Karim, Izian and Abd. Aziz, Farah Nora Aznieta (2017) Composite slab numerical strength test method under partial connection approach. In: Global Civil Engineering Conference (GCEC 2017), 25-28 July 2017, Kuala Lumpur, Malaysia. (pp. 125-133).

Abstract

The present uneconomic strength determination approach for profiled composite slab (PCS) constitutes a serious challenge that contributed significantly to design conservatism. This study seeks to address this challenge by developing and a subsequent experimental validation of a numerical strength determination function for PCS through implementing a rational-based approach. Hence, a procedural algorithm lead to the development of PCS determination function using longitudinal shear estimation method by considering section slenderness and deck characteristics. The strength test performance between the developed scheme and the experiment-based test results indicates high similarity, demonstrating the viability of the proposed strength determination methodology developed.

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Official URL or Download Paper: https://link.springer.com/chapter/10.1007/978-981-...

Additional Metadata

Item Type:	Conference or Workshop Item (Paper)
Divisions:	Faculty of Engineering
DOI Number:	https://doi.org/10.1007/978-981-10-8016-6_10
Publisher:	Springer Nature Singapore
Keywords:	Composite slab; Strength load; Longitudinal shear
Depositing User:	Nabilah Mustapa
Date Deposited:	13 Aug 2018 03:10
Last Modified:	13 Aug 2018 03:10
Altmetrics:	http://www.altmetric.com/details.php?domain=psasir.upm.edu.my&doi=10.1007/978-981-10-8016-6_10
URI:	http://psasir.upm.edu.my/id/eprint/64606
Statistic Details:	View Download Statistic

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