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Home > Publications > International Concrete Abstracts Portal
Showing 1-5 of 40 Abstracts search results
Document:
SP42-13
Date:
January 1, 1974
Author(s):
B.V. Rangan
Publication:
Symposium Papers
Volume:
42
Abstract:
The proposals given in ACI 318-71 and SAA CA2-72 (Australian Code for Concrete Structures) for the calculation of shear force carried by concrete, Vc, in beams subjected in the light of test results as well as in relation to the results given by some of the recent theories.
DOI:
10.14359/17289
SP42-14
Man-Chung Tang
Tests have shown that shear capacity of a beam decreases as the absolute depth or the b/bw ration increases. Because almost all available shear tests have been performed using small beams with low b/bw ratios, it is questionable whether their results can be applied to design large and thin box girders which are becoming popular in long span prestressed concrete bridges.
10.14359/17290
SP42-02
A.H. Mattock
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.
10.14359/18149
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
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