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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:
SP42-02
Date:
January 1, 1974
Author(s):
A.H. Mattock
Publication:
Symposium Papers
Volume:
42
Abstract:
This paper presents and experimental and analytical study of shear transfer across a plane inclined at an arbitrary angle to a parallel or orthogonal array of reinforcement.
DOI:
10.14359/18149
SP42-26
T. Paulay and J.R. Binney
A study of coventially reinforced coupling beams, containing horizontal flexural reinforcement and vertical stirrups for shear resistance, revealed that failure after high intensity reveresed cyclic loading is in the form of sliding shear.
10.14359/17302
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
SP42-28
M. Yamada
Shear explosion failure under predominant one way shear and deterioration process of low cycle fatigue fracture limit of reinforced concrete restrained short columns under double curvature bending with an inflection point are discussed as one of the most important deformation and fracture characteristics of reinforced concrete linear members.
10.14359/17304
SP42-29
M.E. Criswell and N.W. Hawkins
A summary is made of methods of analysis and theories for predicting the shear strength of slabs when there is no shear reinforcement or moment transfer in the region of the concentrated load.
10.14359/17305
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