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Home > Publications > International Concrete Abstracts Portal
Showing 1-5 of 74 Abstracts search results
Document:
SP34-13
Date:
January 1, 1972
Author(s):
P. Launay and H. Gachon
Publication:
Symposium Papers
Volume:
34
Abstract:
The paper describes and analyses the measurements made by the "Centre d' Etudes Scientifiques et Techniques" (CEST - Grenoble) for the Compagnie Industrielle de Travaux (CITRA - Paris) in 1968-1969 on cubic specimens of concrete with a view to studying the deformability under service compression stresses and the failure strength of the thick concrete walls used in nuclear reactor caissons.
DOI:
10.14359/18069
SP34-14
F. Bremer
Presents a strength criterium for concrete based on triaxial loads rather than the usual monoaxial compressive strength, tensile strength, and shear strength. Prestressed concrete pressure vessels used in nuclear reactors are invariably sujected to multiaxial stress and the paper represents an effort to develop an analytical method to take mutiaxial stresses into account.
10.14359/18070
SP34-15
V. Hanson and K. Schimmelpfennig
Presents a strength criterion for concrete in multiaxial compression. The strength criterion is based on biaxial and triaxial compressive strength tests on cubes, cylinders, and slabs.
10.14359/18071
SP34-16
Siegfried Stockl
Based on the results of 15 years of study, the strength of concrete under sustained loading is investigated. The strength of concrete subjected to long-time loads of varying magnitude and time is compared with the strength obtained with short-time tests.
10.14359/18072
SP34-05
R.D. Browne and R. Blundell
A resume is presented of the important factors in the design of pressure vessels which must be appreciated by the concrete research worker in his future work. The object of the paper is to indicate to research workers in concrete the type of research needed in the process of current pressure vessel design.
10.14359/18061
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