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


Document: 

SP42-14

Date: 

January 1, 1974

Author(s):

Man-Chung Tang

Publication:

Symposium Papers

Volume:

42

Abstract:

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.

DOI:

10.14359/17290


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


Document: 

SP42-03

Date: 

January 1, 1974

Author(s):

H.P.J. Taylor

Publication:

Symposium Papers

Volume:

42

Abstract:

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.

DOI:

10.14359/17279


Document: 

SP42-04

Date: 

January 1, 1974

Author(s):

A.C. Scordelis, D. Ngo, and H.A. Franklin

Publication:

Symposium Papers

Volume:

42

Abstract:

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.

DOI:

10.14359/17280


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