Research Article
Jun 1980
Dome Effect in RC Slabs: Elastic-Plastic Analysis
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VIEW THE REPLYAuthors: Mikael W. Braestrup and C. T. MorleyAuthor Affiliations
Publication: Journal of the Structural Division
Volume 106, Issue 6
Abstract
The influence of elastic deformations on compressive membrane action (dome effect) in restrained slabs is considered. The elastic-plastic circular slab is analyzed, using a flow-theory approach. The inplane and boundary flexibilities are lumped and an initial elastic deflection is assumed. The first part of the predicted load-deflection curve is compared with the results of a test series and reasonable agreement is found, especially with respect to the peak load.
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Published In
Journal of the Structural Division
Volume 106 • Issue 6 • June 1980
Pages: 1255 - 1262
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Jun 1980
Published online: Feb 1, 2021
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Mikael W. Braestrup
Civ. Engr., Struct. Research Lab., Tech. Univ. of Denmark, Copenhagen, Denmark
C. T. Morley
Lect., Engrg. Dept., Cambridge Univ., Cambridge, England
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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.