Creep and Shrinkage in Reactor Containment Shells
Author:
Affiliation:
1. Staff Consultant, Sargent & Lundy, Chicago, Ill. and Prof. of Civ. Engrg., Northwestern Univ., Evanston, Ill.
2. Sr. Struct. Engrg. Specialist, Sargent & Lundy, Chicago, Ill.
3. Chf. Struct. Engrg. Specialist, Sargent & Lundy, Chicago, Ill.
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/JSDEAG.0004189
Reference18 articles.
1. Prediction of Concrete Creep Effects Using Age-Adjusted Effective Modulus Method;Bazant Z. P.;Journal of the America n Concrete Institute,1972
2. Bazant Z. P. "Creep and Shrinkage Effects in Nuclear Reactor Containment Shells " Report No . SAD-159 Sargent and Lundy Engineers Chicago Ill. July 1974.
3. Bazant Z . P. "Theory of Creep and Shrinkage in Concrete Structures : A Precis of Recent Developments " Mechanics Today Vol. 2 edited by S. Nemat-Nasser Pergamon Press New York N.Y. 1975 pp. 1-93.
4. Nonlinear Water Diffusion in Nonsaturated Concrete;Bazant Z. P.;Material s and Structures, Paris , France,1972
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1. Reply to Hilsdorf and Müller's discussion of “comments on the use of Ross' hyperbola and recent comparisons of various practical creep prediction models”;Cement and Concrete Research;1983-05
2. Comment on the use of Ross' hyperbola and recent comparisons of various practical creep prediction models;Cement and Concrete Research;1982-07
3. Creep of non-symmetrically loaded shells of revolution;Engineering Structures;1979-04
4. Practical prediction of time-dependent deformations of concrete;Matériaux et Constructions;1978-09
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