VISCOELASTIC CREEP OF HIGH-TEMPERATURE CONCRETE.

P. A. Pfeiffer*, A. H. Marchertas, Z. P. Bazant

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Scopus citations

Abstract

Presented in this report is the analytical model for analysis of high temperature creep response of concrete. The creep law used is linear (viscoelastic), the temperature and moisture effects on the creep rate and also aging are included. Both constant and transient temperature as well as constant and transient moisture conditions are considered. Examples are presented to correlate experimental data with parameters of the analytical model by the use of a finite element scheme.

Original languageEnglish (US)
Title of host publicationTransactions of the International Conference on Structural Mechanics in Reactor Technology
PublisherNorth-Holland
Pages199-204
Number of pages6
ISBN (Print)044486962X
StatePublished - Dec 1 1985

Publication series

NameTransactions of the International Conference on Structural Mechanics in Reactor Technology
VolumeH
ISSN (Print)0167-563X

ASJC Scopus subject areas

  • Engineering(all)

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    Pfeiffer, P. A., Marchertas, A. H., & Bazant, Z. P. (1985). VISCOELASTIC CREEP OF HIGH-TEMPERATURE CONCRETE. In Transactions of the International Conference on Structural Mechanics in Reactor Technology (pp. 199-204). (Transactions of the International Conference on Structural Mechanics in Reactor Technology; Vol. H). North-Holland.