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Home > Publications > 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.
Showing 1-5 of 74 Abstracts search results
Document:
SP34
Date:
January 1, 1972
Author(s):
Editor: Clyde E. Kesler
Publication:
Symposium Papers
Volume:
34
Abstract:
SP34 Contains a presentation from the International Symposium "Concrete for Nuclear Reactors," held in Berlin in 1970 plus additional selected papers and discussions, and a 365-entry annotated bibliography on concrete for radiation shielding. Subjects include: what the designer needs to know; concrete strength under different states of stress; behavior under long-term thermal influences; effects of neutron irradiation; and future research and development.
DOI:
10.14359/14087
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
SP34-13
P. Launay and H. Gachon
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.
10.14359/18069
SP34-12
F.K. Garas and D. Langan
This paper describes on experimental studies into the behavior of deep restrained concrete elements under the action of high shear loads. The concrete elements were restrained by biaxial field stresses of varying intensities and gradients.
10.14359/18068
SP34-11
Ludwid Muhe
Prestressed concrete pressure vessels usually cylindrically shaped and hence are hoop prestressed. Presently the hoope prestressing is carried out on the outer face. This paper discusses the known technical solution.
10.14359/18067
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