Nonlinear Longitudinal Shear Distribution in Steel-Concrete Composite Beams

Bartosz Grzeszykowski , Elżbieta Danuta Szmigiera


AbstractThis paper describes a fiber-based model proposed for computing the nonlinear longitudinal shear distribution in composite steel-concrete beams. The presented method incorporates the accurate stress-strain relationship with strain softening for concrete and bi-linear constitutive relation for structural steel, both in agreement with Eurocodes, however any one-dimensional constitutive relation can be used. The numerical solution for a simply supported beams loaded with the uniform load, concentrated force and both was presented. The results indicate that the highest value of the shear flow for a beam under an uniform load is at the ends and in the one third of the span length and for the point load, the maximum shear is in the proximity of the concentrated force.
Author Bartosz Grzeszykowski (FCE / ICE)
Bartosz Grzeszykowski,,
- The Institute of Civil Engineering
, Elżbieta Danuta Szmigiera (FCE / ICE)
Elżbieta Danuta Szmigiera,,
- The Institute of Civil Engineering
Journal seriesArchives of Civil Engineering, [Archiwum Inżynierii Lądowej], ISSN 1230-2945, (N/A 100 pkt)
Issue year2019
Publication size in sheets0.85
Keywords in Englishcomposite beam, steel, concrete, longitudinal shear, shear flow, fiber element method, non-ductile shear connectors
ASJC Classification2205 Civil and Structural Engineering
Languageen angielski
[12302945 - Archives of Civil Engineering] Nonlinear Longitudinal Shear Distribution in Steel-Concrete Composite Beams.pdf 771.68 KB
Score (nominal)100
Score sourcejournalList
ScoreMinisterial score = 100.0, 23-10-2019, ArticleFromJournal
Publication indicators WoS Citations = 0; Scopus Citations = 0; Scopus SNIP (Source Normalised Impact per Paper): 2016 = 0.623
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