Composite slab numerical strength test method under partial connection approach
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 de...
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Springer Nature Singapore
2017
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my.upm.eprints.646062018-08-13T03:10:33Z http://psasir.upm.edu.my/id/eprint/64606/ Composite slab numerical strength test method under partial connection approach Mohammed, Kachalla Abd. Karim, Izian Abd. Aziz, Farah Nora Aznieta 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. Springer Nature Singapore 2017 Conference or Workshop Item PeerReviewed text en http://psasir.upm.edu.my/id/eprint/64606/1/Composite%20slab%20numerical%20strength%20test%20method%20under%20partial%20connection%20approach.pdf 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). https://link.springer.com/chapter/10.1007/978-981-10-8016-6_10 10.1007/978-981-10-8016-6_10 |
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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. |
format |
Conference or Workshop Item |
author |
Mohammed, Kachalla Abd. Karim, Izian Abd. Aziz, Farah Nora Aznieta |
spellingShingle |
Mohammed, Kachalla Abd. Karim, Izian Abd. Aziz, Farah Nora Aznieta Composite slab numerical strength test method under partial connection approach |
author_facet |
Mohammed, Kachalla Abd. Karim, Izian Abd. Aziz, Farah Nora Aznieta |
author_sort |
Mohammed, Kachalla |
title |
Composite slab numerical strength test method under partial connection approach |
title_short |
Composite slab numerical strength test method under partial connection approach |
title_full |
Composite slab numerical strength test method under partial connection approach |
title_fullStr |
Composite slab numerical strength test method under partial connection approach |
title_full_unstemmed |
Composite slab numerical strength test method under partial connection approach |
title_sort |
composite slab numerical strength test method under partial connection approach |
publisher |
Springer Nature Singapore |
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2017 |
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http://psasir.upm.edu.my/id/eprint/64606/1/Composite%20slab%20numerical%20strength%20test%20method%20under%20partial%20connection%20approach.pdf http://psasir.upm.edu.my/id/eprint/64606/ https://link.springer.com/chapter/10.1007/978-981-10-8016-6_10 |
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