Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
5028655 | Procedia Engineering | 2017 | 8 Pages |
Abstract
The problem of determining the effective flange width for reinforced concrete T-sections subjected to bending was presented in the paper. The numerical analysis was performed in order to define an influence of parameters on the width value. Multi-span reinforced concrete slabs monolithically connected with two-span concrete beams were considered in the analysis. Two material models were used: elastic for concrete and plastic for reinforced concrete.
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Engineering
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Authors
Katarzyna Ciesielczyk, Maciej SzumigaÅa, Jacek ÅcigaÅÅo,