TECHNICAL NOTES
Dec 1, 1990

Age‐Adjusted Effective Modulus Method for Time‐Dependent Loads

Publication: Journal of Engineering Mechanics
Volume 116, Issue 12

Abstract

A modification is proposed for the widely used Baz˘ant age-adjusted effective modulus method (AEMM) based on the generalized Baz˘ant theorem. The modified method is a numerical approximation procedure for calculating stresses and deformations in structures subject to creep, which accounts for the loading history of the structure. By applying this method to the case of time-dependent loads, it is possible to obtain exact solutions for homogeneous structures and approximate solutins for nonhomogeneous structures. The modified AEMM reduces to the usual AEMM for the case of instantaneously applied time-independent loads.

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References

1.
Arutyunyan, N. K. (1952). Some problems in the theory of creep. Tekhteorizdat, Moscow, the Soviet Union (in Russian).
2.
Bažant, Z. P. (1972). “Prediction of concrete creep effects using age‐adjusted effective modulus method.” J. Am. Concr. Inst., 69, Apr., 212–217.
3.
Bažant, Z. P., and Najjar, J. (1973). “Comparison of approximate linear methods for concrete creep.” J. Struct. Div., ASCE, 99(9), 1851–1874.
4.
Bažant, Z. P. (1987). “Matrix force‐displacement relations in aging viscoelasticity.” J. Engrg. Mech., ASCE, 113(8), 1239–1243.
5.
Kharlab, V. D. (1961). “On the general linear theory of creep.” Izvestiya Nauchno‐Issledovatel'skogo Instituta VNII Gidrotekhniki, 68, 217–240 (in Russian).
6.
Maslov, G. N. (1940). “Thermal stress state in concrete masses with regard to creep.” Izvestiya Nauchno‐Issledovatel'skogo Instituta VNII Gidrotekhniki, 28, 175–188 (in Russian).

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 116Issue 12December 1990
Pages: 2784 - 2789

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Published online: Dec 1, 1990
Published in print: Dec 1990

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Authors

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L. Khazanovich
Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801

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