TECHNICAL NOTES
Aug 1, 1987

Matrix Force‐Displacement Relations in Aging Viscoelasticity

Publication: Journal of Engineering Mechanics
Volume 113, Issue 8

Abstract

The theorem that underlies the age-adjusted effective modulus method, which is now widely used for creep analysis of concrete structures, is generalized to a matrix algebraic linear relation between the long-time increments of forces and displacements of the structure. The matrix is expressed algebraically in terms of the compliance and relaxation functions of the structure.

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References

1.
ACI Committee 209. (1982). “Prediction of creep, shrinkage and temperature effects in concrete structures.” Rep. No. ACI 209 R‐82, prepared by D. J. Carreira, Z. P. Bažant, and D. E. Branson, ACI Spec. Publ. SP76, Amer. Concrete Inst., Detroit, Mich., 193–300.
2.
Bažant, Z. P. (1972). “Prediction of concrete creep effects using age‐adjusted effective modulus method.” J. Amer. Concrete Inst., 69, Apr., 212–217.
3.
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4.
Bažant, Z. P. (1982). “Mathematical models for creep and shrinkage of concrete.” Creep and shrinkage in concrete structures, Z. P. Bažant and F. H. Wittmann, Eds., John Wiley & Sons, London, England, Chap. 7, 163–256.
5.
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Trost, H. (1967a). “Auswirkungen des Superpositionsprinzips auf Kriech‐und Relaxations‐Probleme bei Beton und Spannbeton.” Beton‐und‐Stahlbetonbau, 62(10), 230–238.
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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 113Issue 8August 1987
Pages: 1239 - 1243

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Published online: Aug 1, 1987
Published in print: Aug 1987

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Zdeněk P. Bažant, F. ASCE
Prof., Dept. of Civ. Engrg., Northwestern Univ., Evanston, IL 60201

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