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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
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
SP30-06
Neil M. Hawkins, H.B. Fallsen, and R.C. Hinojosa
Tests were carried out on nine concentrically loaded reinforced concrete slabs supported on centrallly loacated rectangular columns. . .A procedure is proposed for taking account of the column shape in calculations of the shearing capacity of the slab.
10.14359/17493
SP30-05
Yoshinori Aoki and Hiroshi Seki
This paper describes the experimental and theoretical study on ultimate strength of reinforced concrete slabs supported on beams as the boundary condition.
10.14359/17492
SP30-04
Fredric Roll, S.T.H. Zaidi, Gajanan Sabnis, and Kuang Chuang
An investigation is reported on the texts to failure of 158 square, simply-supported solid and perforated slabs loaded through centrally located column stubs.
10.14359/17491
SP30-03
A.W. Beeby
The research work on cracking in reinforced concrete slabs carried out at the Cement and Concrete Association. . .A study of the problem is therefore made which leads to the formulation of a more general theory which is shown to agree well with the observed behavior.
10.14359/17490
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