Experimental and computational study of the vertial shear behaviour of partially encased perforated steel beams

Tsavdaridis, K, D'Mello, C and Yu Huo, B (2013) Experimental and computational study of the vertial shear behaviour of partially encased perforated steel beams. Engineering Structures, 56. 805 - 822. ISSN 0141-0296

Abstract

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Authors/Creators:
  • Tsavdaridis, K
  • D'Mello, C
  • Yu Huo, B
Copyright, Publisher and Additional Information: © 2013. Elsevier. Uploaded in accordance with the publisher's self-archiving policy. NOTICE: this is the author’s version of a work that was accepted for publication in Engineering Structures. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Engineering Structures, 56,(2013) DOI:10.1016/j.engstruct.2013.04.025
Keywords: Composite beams; Ultra shallow floor beam; Vierendeel capacity; Perforated beams; Experimental tests; Finite element analysis of concrete beams; Bending resistance; Concrete trapped; Concrete infill; Cellular beams
Dates:
  • Published: November 2013
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering (Leeds) > School of Civil Engineering (Leeds) > Institute for Resilient Infrastructure (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 20 Nov 2014 14:28
Last Modified: 15 Jan 2018 17:00
Published Version: http://dx.doi.org/10.1016/j.engstruct.2013.04.025
Status: Published
Publisher: Elsevier
Refereed: Yes
Identification Number: https://doi.org/10.1016/j.engstruct.2013.04.025
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