ABOUT THE 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.

International Concrete Abstracts Portal

Showing 1-5 of 40 Abstracts search results

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: 

SP42-33

Date: 

January 1, 1974

Author(s):

D.H. Clyde and D. Carmichael

Publication:

Symposium Papers

Volume:

42

Abstract:

Strength design requires a capability for prediction of the failure load of slabs under concentrated transverse force.

DOI:

10.14359/17309


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: 

SP42-09

Date: 

January 1, 1974

Author(s):

K. Cederwall, O. Hedman, and A. Loeberg

Publication:

Symposium Papers

Volume:

42

Abstract:

In order to study the effect of prestress on the shear strength, shear tests have been made on a series of 33 beams. . .The results show that the shear strength is strongly affected by the prestress force. The results have been analysed according to three methods.

DOI:

10.14359/17285


Document: 

SP42-35

Date: 

January 1, 1974

Author(s):

N.M. Hawkins

Publication:

Symposium Papers

Volume:

42

Abstract:

A study is made of available data concerning the shearing strength of slab-column connections without shear reinforcement when moment transfer occurs between the slab and the column.

DOI:

10.14359/17311


12345...>>

Results Per Page