Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams

K-H Yang, H-S Chung, A F Ashour, Linh Cao Hoang

Research output: Contribution to journalJournal articleResearchpeer-review

Abstract

As pointed out very little experimental works exist on continuous deep beams. Equally valuable is the demonstration of the fact that the upper bound plasticity approach can be used to predict the ultimate strength of this type of structures. When applying the theory of plasticity to structural concrete a topic of frequent discussions among researchers is the effectiveness factor.
Original languageEnglish
JournalMagazine of Concrete Research
Volume62
Issue number3
Pages (from-to)229-230
ISSN0024-9831
Publication statusPublished - 2010
Externally publishedYes

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