International Concrete Abstracts Portal

Showing 1-5 of 17 Abstracts search results

Document: 

SP30-13

Date: 

January 1, 1971

Author(s):

Valeriu Petcu and Georgeta Stanculescu

Publication:

Symposium Papers

Volume:

30

Abstract:

Tests on fifteen reinforced concrete slabs were carried out in order to obtain the critical values of the steel ratios up to which the Yield-Line Theory may be applied for predicting safe ultimate loads for two-way reinforced concrete slabs.

DOI:

10.14359/17500


Document: 

SP30-14

Date: 

January 1, 1971

Author(s):

T.Y. Hung and E.G. Nawy

Publication:

Symposium Papers

Volume:

30

Abstract:

Criteria are proposed for predicting the limit strength of uniformly loaded two-way action structural slabs and plates of various boundary conditions, taking into account the compressive membrane effect at large deflections. Also a serviceability factors concept is proposed for use in conjunction with limit strength design of slabs.

DOI:

10.14359/17501


Document: 

SP30-15

Date: 

January 1, 1971

Author(s):

John C. Bell and David G. Elms

Publication:

Symposium Papers

Volume:

30

Abstract:

A method is given for a computer analysis of a reinforced concrete slab which predits the complete behavior of the slab and produces deflections and crack patterns for the total range of loading from zero to ultimate.

DOI:

10.14359/17502


Document: 

SP30-16

Date: 

January 1, 1971

Author(s):

John F. Brotchie and M.J. Holley

Publication:

Symposium Papers

Volume:

30

Abstract:

This paper is concerned with the increase in load capacity and change in behavior which occur when transversely loaded reinforced and unreinforced concrete slabs are restrained against lateral displacement at the edges.

DOI:

10.14359/17503


Document: 

SP30-07

Date: 

January 1, 1971

Author(s):

N.M. Hawkins and W.G. Corley

Publication:

Symposium Papers

Volume:

30

Abstract:

A refinement of current methods for calculating the strength of slab-column junctions carrying unbalanced moment and shear in flat plate concrete structures is described.

DOI:

10.14359/17494


1234

Results Per Page 





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.

Edit Module Settings to define Page Content Reviewer