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Home > Publications > International Concrete Abstracts Portal
Showing 1-5 of 19 Abstracts search results
Document:
SP24-01
Date:
January 1, 1970
Author(s):
Jack R. Janney, John E. Breen, Helmut Geymayer, William T. Lockman, Mauel Rocha
Publication:
Symposium Papers
Volume:
24
Abstract:
Scale models are becoming increasingly more important in research on structural concrete and are also being used quite widely in the design problem. Presenting a justification for the use of models in these areas the authors discuss the advantages and disadvantages of structural models in general.
DOI:
10.14359/17582
SP24-02
Paul Zia, Richard N. White, and David A. Vanhorn
This paper presents the principles of model analysis with particular reference to concrete structures. Emphasis is placed on the use of direct models for the study of both the elastic and the inelastic behaviors up to and including the ultimate strength.
10.14359/17583
SP24-03
James E. Carpenter, Frederic Roll and Maier I. Zelman
Techniques and materials for the construction and testing of models of concrete structures are discussed in this paper. Both elastic and ultimate strength models are considered. Elastic models are treat briefly. Time effects in commonly used plastic materials and complications in instrumentation are discussed. Materials to simulate both the steel and the concrete in ultimate strength models are discussed and references to detailed investigations are given. Fabrication, instrumenation and testing methods are described.
10.14359/17584
SP24-04
W.A. Litle, E. Cohen, and G. Somerville
The highly important question of accuracy of model results is explored in this paper. Before a decision is made to proceed with a model study the decision maker should be cognizant of the accuracy which can reasonably be expected in a model study, and once the decision to proceed is made, the model enigneer should know of the techniques and procedures which will lead to useful dependable results.
10.14359/17585
SP24-05
Weldon W. Aldridge and John E. Breen
Several useful techniques in direct modeling of reinforced concrete structural systems are described.
10.14359/17586
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