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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
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
SP42-03
H.P.J. Taylor
Research on the shear strength of reinforced concrete beams in bending and shear indicates that although reliable empirical conclusions can be made about beam behaviour, little is known about the way in which reinforced concrete beams carry shear.
10.14359/17279
SP42-04
A.C. Scordelis, D. Ngo, and H.A. Franklin
Reinforced concrete beams with varying amounts of diagonal cracking are analyzed by the finite element method assuming a linear eleastic model. Analytical modeling of the concrete, steel reinforcement, bond, aggregate interlock and cracking are described.
10.14359/17280
SP42-05
J. Houde and M.S. Mirza
Proposed theoretical solution of the shear strength of reinforced concrete beams involves numerical procedures using successive approximations taking into account the non-linear behaviour of the concrete and its progressive cracking. A finite element model is proposed which offers a reasonably accurate picture of the stresses and srains distribution in reinforced concrete beams at service and ultimate loads.
10.14359/17281
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