Finite Element Analysis of Prestressed and Reinforced Concrete Structures

A practical and powerful technique for the discrete representation of reinforcement in finite element analysis of prestressed and reinforced concrete structures is presented. Isoparametric quadratic and cubic finite elements with movable nodes are developed utilizing a correction technique for mappi...

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Veröffentlicht in:Journal of structural engineering (New York, N.Y.) N.Y.), 1991-10, Vol.117 (10), p.2851-2864
Hauptverfasser: El-Mezaini, N, Coitipitiogolu, E
Format: Artikel
Sprache:eng
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Zusammenfassung:A practical and powerful technique for the discrete representation of reinforcement in finite element analysis of prestressed and reinforced concrete structures is presented. Isoparametric quadratic and cubic finite elements with movable nodes are developed utilizing a correction technique for mapping distortion. Reinforcing bars and or prestressing tendons are modeled independently of the concrete mesh. Perfect or no bond as well as any bond-slip model can easily be represented. The procedure is successfully tested for bonded and unbonded reinforcement.
ISSN:0733-9445
1943-541X
DOI:10.1061/(ASCE)0733-9445(1991)117:10(2851)