Practical prediction of time-dependent deformations of concrete - Part V: Temperature effect on drying creep

Z. P. Bažant; L. Panula

doi:10.1007/BF02494247

Practical prediction of time-dependent deformations of concrete - Part V: Temperature effect on drying creep

Z. P. Bažant^*, L. Panula

^*Corresponding author for this work

Civil and Environmental Engineering

Research output: Contribution to journal › Article › peer-review

54 Scopus citations

Abstract

The model for drying creep from Part III is here extended for the temperature effect. The basic, additive form of the double power law and the shrinkage-like term are preserved, but certain coefficients become temperature-dependent to reflect the acceleration of drying and of aging. Satisfactory agreement with test data is achieved.

Original language	English (US)
Pages (from-to)	169-174
Number of pages	6
Journal	Matériaux et Constructions
Volume	12
Issue number	3
DOIs	https://doi.org/10.1007/BF02494247
State	Published - May 1979

ASJC Scopus subject areas

General Engineering

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title = "Practical prediction of time-dependent deformations of concrete - Part V: Temperature effect on drying creep",

abstract = "The model for drying creep from Part III is here extended for the temperature effect. The basic, additive form of the double power law and the shrinkage-like term are preserved, but certain coefficients become temperature-dependent to reflect the acceleration of drying and of aging. Satisfactory agreement with test data is achieved.",

author = "Ba{\v z}ant, {Z. P.} and L. Panula",

year = "1979",

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doi = "10.1007/BF02494247",

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T1 - Practical prediction of time-dependent deformations of concrete - Part V

T2 - Temperature effect on drying creep

AU - Bažant, Z. P.

AU - Panula, L.

PY - 1979/5

Y1 - 1979/5

N2 - The model for drying creep from Part III is here extended for the temperature effect. The basic, additive form of the double power law and the shrinkage-like term are preserved, but certain coefficients become temperature-dependent to reflect the acceleration of drying and of aging. Satisfactory agreement with test data is achieved.

AB - The model for drying creep from Part III is here extended for the temperature effect. The basic, additive form of the double power law and the shrinkage-like term are preserved, but certain coefficients become temperature-dependent to reflect the acceleration of drying and of aging. Satisfactory agreement with test data is achieved.

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JO - Matériaux et Constructions

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ER -

Practical prediction of time-dependent deformations of concrete - Part V: Temperature effect on drying creep

Abstract

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