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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 40 Abstracts search results
Document:
SP42-30
Date:
January 1, 1974
Author(s):
N.M. Hawkins, M.E. Criswell, and F. Roll
Publication:
Symposium Papers
Volume:
42
Abstract:
A study is made of available data concerning the punching shear strength, when moment transfer is not present, of slabs without shear reinforcement. Data from tests on solide concrete slabs; light-weight concrete slabs, perforated slabs, prestressed slabs and slab systems are reviewed, and the findings contrasted with the provisions of ACI Code 318-71.
DOI:
10.14359/17306
SP42
SP42 Includes the latest data and concepts on shear strength. Contains 39 papers by authors from 10 countries covering the basic mechanics of shear transfer, and shear in medium-slender to slender beams. Also covered is shear in deep beams, brackets, walls, columns, and slabs. Descriptions of experimental and analytical studies of mechanisms by which shear is transferred in beams are presented.
10.14359/14095
SP42-01
T. Paulay and P.J. Loeber
In a test program, comprising 44 speciments, the nature of shear transfer across prepared cracks by aggregate interlock mechanism was further explored.
10.14359/17277
SP42-33
D.H. Clyde and D. Carmichael
Strength design requires a capability for prediction of the failure load of slabs under concentrated transverse force.
10.14359/17309
SP42-27
T. Paulay, R. Park, and M.H. Phillips
The principal mechanisms of shear resistance along horizontal construction joints crossed by reinforcement in cast in place concrete construction, such as shear walls, are shown to be bond, dowel action of the reinforcement and interface shear along rough surfaces.
10.14359/17303
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