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Structural behaviour and deformation patterns in loaded plain concrete ground-supported slabs

Structural behaviour and deformation patterns in loaded plain concrete ground-supported slabs

Alani, Amir M., Rizzuto, Joseph, Beckett, Derrick and Aboutalebi, Morteza (2014) Structural behaviour and deformation patterns in loaded plain concrete ground-supported slabs. Structural Concrete, 15 (1). pp. 81-93. ISSN 1464-4177 (Print), 1751-7648 (Online) (doi:https://doi.org/10.1002/suco.201300043)

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Abstract

The work presented in this paper is considered to be an attempt to contribute towards a better understanding of the structural behaviour of plain concrete slabs under step loading conditions. The Concrete Society Technical Report TR34 “Concrete Industrial Ground Floors” is in its 3rd edition (2003) and is currently under review. TR34 covers the design of concrete ground-supported slabs containing fibres, both steel and synthetic, as an alternative to mesh reinforcement. This work reports on tests carried out at different critical loading locations, including the centre, edges and corners of a 6.0 × 6.0 × 0.15 m deep plain concrete slab. The test results are compared with theoretical values derived using available design codes and other information sources. The results show a notable difference between the test results and the theoretical values.

Item Type: Article
Additional Information: [1] Structural Concrete is the official journal and published on behalf of the Féderation Internationale du Béton.
Uncontrolled Keywords: ground-supported slab, displacement, crack propagation, bending, punching analysis and design methods, design and construction, standards, regulations, guidelines, directives, testing / experiments
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Faculty / School / Research Centre / Research Group: Faculty of Engineering & Science
Faculty of Engineering & Science > School of Engineering (ENG)
Related URLs:
Last Modified: 14 Dec 2016 13:17
URI: http://gala.gre.ac.uk/id/eprint/13079

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