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Article . 2006 . Peer-reviewed
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https://dx.doi.org/10.1002/pam...
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Partially connected composite beams

descriptionPublicationkeyboard_double_arrow_right Article 01 Dec 2006 English Publisher:WileyJournal:PAMM, volume 6, pages 233-234 (issn: 1617-7061, eissn: 1617-7061, Copyright policy )
Authors: Mieczysław Kuczma; Bożena Kuczma;

doi: 10.1002/pamm.200610097

Partially connected composite beams

Abstract

AbstractAnalytical solutions to some boundary value problems for a steel‐concrete composite beam with deformable shear connectors in the elastic range are presented. The obtained results show that the distribution of slip on the bond interface between the concrete slab and the steel girder is not a monotone function, even in the case of uniform loading on the composite beam. (© 2006 WILEY‐VCH Verlag GmbH & Co. KGaA, Weinheim)

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
1
Average
Average
Average
bronze