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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:
SP30-12
Date:
January 1, 1971
Author(s):
P.Y. Tong and B deV. Batchelor
Publication:
Symposium Papers
Volume:
30
Abstract:
The results of a study of the ultimate strength of istropically reinforced continuous two-way bridge slabs, subjected to concentrated wheel loads, are reported. A theory is proposed for predicting the ultimate strength of such slabs, which includes the enhancement in strength due to compressive membrane action.
DOI:
10.14359/17499
SP30-01
Edward G. Nawy and Kenneth W. Blair
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.
10.14359/17488
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
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
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