Research Article
Feb 1980
Nonlinear Analysis of Prestressed Concrete Frames
Publication: Journal of the Structural Division
Volume 106, Issue 2
Abstract
A numerical procedure based on the finite element method for the material and geometric nonlinear analysis of plane prestressed concrete frames including the time dependent effects due to load history, temperature history, creep, shrinkage and aging of concrete and relaxation of prestress is developed. The procedure is capable of predicting the response of these structures throughout their service load history as well as throughout elastic, inelastic and ultimate load ranges in one complete analysis. Time dependent variation of concrete properties is recognized. Concrete creep is evaluated by an efficient numerical procedure based on the age and temperature dependent integral formulation. Varied material properties within a frame element is accounted for by a composite concrete and reinforcing steel layer system. The contribution of prestressing steel is incorporated directly. A series of numerical examples is presented.
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Information
Published In
Journal of the Structural Division
Volume 106 • Issue 2 • February 1980
Pages: 445 - 462
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Feb 1980
Published online: Feb 1, 2021
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Authors
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Young-Jin Kang
Mgr. Structural Design Dept., Hyundai Construction Co., Seoul, Korea
Alexander C. Scordelis, F.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.