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Home > Publications > International Concrete Abstracts Portal
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.
Showing 1-5 of 17 Abstracts search results
Document:
SP30-01
Date:
January 1, 1971
Author(s):
Edward G. Nawy and Kenneth W. Blair
Publication:
Symposium Papers
Volume:
30
Abstract:
This paper is a consolidation of almost all available studies on the flexural cracking behavior of two-way action slabs and plates. An analysis is made of the test results of ninety two-way action slabs both rectangular and square and having various boundary conditions.
DOI:
10.14359/17488
SP30-10
David C. Hopkins and Robert Park
The paper describes tests conducted on a 1/4-scale nine-panel reinforced concrete slab and beam floor which was designed with allowance for membrane action.
10.14359/17497
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
SP30-08
Hans Gesund and O.P. Dikshit
A primary problem at slab/column intersections is the possible punching failure of the slab. By analysis of experimental data available in the literature, it can be shown that, in many cases, the bending rather than the shear strength of the slab governs its punching resistance.
10.14359/17495
SP30
Editor: Edward G. Nawy
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.
10.14359/14083
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