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International Concrete Abstracts Portal

Showing 1-5 of 40 Abstracts search results

Document: 

SP42

Date: 

January 1, 1974

Publication:

Symposium Papers

Volume:

42

Abstract:

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.

DOI:

10.14359/14095


Document: 

SP42-38

Date: 

January 1, 1974

Author(s):

A. Ghali, M.A. Sargious, and A. Huizer

Publication:

Symposium Papers

Volume:

42

Abstract:

Paper presents results of a series of tests to develop an effective method of strengthening flat plates at their connection with columns. Prestressing in a direction normal to the slab surface is shown to provide substantial increase in both strength and ductility.

DOI:

10.14359/17314


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: 

SP42-37

Date: 

January 1, 1974

Author(s):

P.E. Regan

Publication:

Symposium Papers

Volume:

42

Abstract:

This paper explains the punching shear provisions of the new British Code CP110 and compares themn and their counterparts in ACI 318-71 with test data.

DOI:

10.14359/17313


Document: 

SP42-20

Date: 

January 1, 1974

Author(s):

K.N. Smith and S.M. Fereig

Publication:

Symposium Papers

Volume:

42

Abstract:

The primary objective of this investigation is to study the effect of various supporting and loading conditions on the cracking behaviour, major crack width, deflection, arch action, and ultimate shear strength of deep beams.

DOI:

10.14359/17296


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