Research Article
Feb 1966
Strength of Reinforced Concrete Folded Plate Models
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 92, Issue 1
Abstract
An experimental study of the behavior of two reinforced concrete folded plate models, under load, and identical in all respects except for the manner and volume of reinforcement is presented. Reinforcement requirements were determined for the first model by a folded plate analysis based on the elasticity method and requirements for the second model were determined by the elementary beam theory. Experimental results through the elastic, inelastic, and ultimate ranges are examined and compared with theoretical predictions. Both models exhibited similar behavior and both sustained ultimate loads equal to four and one-half times the design load.
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Published In
Journal of the Structural Division
Volume 92 • Issue 1 • February 1966
Pages: 351 - 364
Copyright
© 1966 American Society of Civil Engineers.
History
Published in print: Feb 1966
Published online: Feb 1, 2021
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Authors
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Alexander C. Scordelis, M.ASCE
Prof. of Civ Engrg., Univ. of California, Berkeley, Calif.
Peter V. Gerasimenko, AM.ASCE
Asst. Engr., Pregnoff and Matheu, San Francisco, 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.