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Home > Publications > International Concrete Abstracts Portal
Showing 1-5 of 17 Abstracts search results
Document:
SP30
Date:
January 1, 1971
Author(s):
Editor: Edward G. Nawy
Publication:
Symposium Papers
Volume:
30
Abstract:
SP30 Specific recommendations are given in the sixteen papers contained in this volume, the majority of which were delivered at the International Symposium on the Cracking, Deflection, and Ultimate Load of Concrete Slab Systems held at the Annual ACI Convention in Denver, 1971. Containing the extensive works of twenty-nine international experts from five continents, the theme of this symposium volume is divided into three major areas: (1) serviceability as determined by crack control in one-way and two-way slab systems; (2) shear strength and moment transfer in column regions and concentrated load zones; (3) limit capacity of concrete slabs and plates, including membrane and arch action effects.
DOI:
10.14359/14083
SP30-13
Valeriu Petcu and Georgeta Stanculescu
Tests on fifteen reinforced concrete slabs were carried out in order to obtain the critical values of the steel ratios up to which the Yield-Line Theory may be applied for predicting safe ultimate loads for two-way reinforced concrete slabs.
10.14359/17500
SP30-14
T.Y. Hung and E.G. Nawy
Criteria are proposed for predicting the limit strength of uniformly loaded two-way action structural slabs and plates of various boundary conditions, taking into account the compressive membrane effect at large deflections. Also a serviceability factors concept is proposed for use in conjunction with limit strength design of slabs.
10.14359/17501
SP30-15
John C. Bell and David G. Elms
A method is given for a computer analysis of a reinforced concrete slab which predits the complete behavior of the slab and produces deflections and crack patterns for the total range of loading from zero to ultimate.
10.14359/17502
SP30-16
John F. Brotchie and M.J. Holley
This paper is concerned with the increase in load capacity and change in behavior which occur when transversely loaded reinforced and unreinforced concrete slabs are restrained against lateral displacement at the edges.
10.14359/17503
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The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
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