Behavior of a Continuous Slab Prestressed in Two Directions

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Title: Behavior of a Continuous Slab Prestressed in Two Directions

Author(s): A. C. Scordelis, T. Y. Lin, and R. Itaya

Publication: Journal Proceedings

Volume: 56

Issue: 12

Appears on pages(s): 441-460

Keywords: none

Date: 12/1/1959

Abstract:
Elastic behavior and ultimate strength of a continuous concrete slab prestressed in two directions were investigated. The slab, consisting of four panels, was supported at nine points and simulated a flat slab. Prestressing was accomplished by means of unbonded post-tensioned cables. Experimental values for moments, deflections, and reactions were compared with theoretical values’obtained by the elastic plate theory and by approximate theories used in present design methods.