Vierendeel Bending Study of Perforated Steel Beams with Various Novel Web Opening Shapes, through Non-linear Finite Element Analyses

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Tsavdaridis, KD and D'Mello, C (2012) Vierendeel Bending Study of Perforated Steel Beams with Various Novel Web Opening Shapes, through Non-linear Finite Element Analyses. Journal of Structural Engineering, 138 (10). 1214 - 1230. ISSN 0733-9445

Abstract

Metadata

Authors/Creators:
  • Tsavdaridis, KD
  • D'Mello, C
Copyright, Publisher and Additional Information: (c) 2012, ASCE. This is an author produced version of a paper published in Journal of Structural Engineering. Uploaded in accordance with the publisher's self-archiving policy. ASCE Civil Engineering Database(http://cedb.asce.org
Keywords: cellular beams; various standard and non-standard web openings; novel shapes; shear resistance; 'Vierendeel' mechanism; experimental work; parametric FE study; non-linear FEM; shear-moment interaction curves; 'coupled' shear capacity ratios; utilization ratios; plastic hinges; critical opening length; stress concentration points
Dates:
  • Published: October 2012
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: 13 Nov 2014 15:12
Last Modified: 16 Nov 2016 11:57
Published Version: http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.00005...
Status: Published
Publisher: American Society of Civil Engineers
Refereed: Yes
Identification Number: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000562

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