MODEL TECHNIQUES FOR PRESTRESSED CONCRETE PRESSURE VESSELS: Proceedings of the Conference organized by The British Nuclear Energy Society in London 10–11 July, 1969
Emerald Publishing Limited
ISBN print:
978-0-7277-4470-8
Publication date:
1969
Book Chapter
6. THE USE OF SIMPLIFIED MODELS FOR THE DESIGN OF END SLABS
By
D. Campbell-Allen, MA, FIEAust;
D. Campbell-Allen, MA, FIEAust
School of Civil Engineering, University of Sydney
Search for other works by this author on:
E. W. E. Low, BSc, BE
E. W. E. Low, BSc, BE
School of Civil Engineering, University of Sydney
Search for other works by this author on:
D. Campbell-Allen, MA, FIEAust,
E. W. E. Low, BSc, BE
School of Civil Engineering, University of Sydney
-
Published:1969
Citation
D. Campbell-Allen, MA, FIEAust, E. W. E. Low, BSc, BE, 1969. "6. THE USE OF SIMPLIFIED MODELS FOR THE DESIGN OF END SLABS", MODEL TECHNIQUES FOR PRESTRESSED CONCRETE PRESSURE VESSELS: Proceedings of the Conference organized by The British Nuclear Energy Society in London 10–11 July, 1969
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Synopsis
Introduction
Pressure Tests on Deep End Slabs
Theoretical Analysis of the Strength of Deep Slabs Under Pressure
Comparison of Theory with Tests on Type II Slabs
Comparison of Theory with Tests on Type I Slabs
Application to the Design of Prototype Slabs
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