Creep analysis of reinforced and prestressed concrete structures under non-uniform temperature distributions, using elastic solutions
Autor: | M. M. A. Khalifa, I. J. Jordaan |
---|---|
Rok vydání: | 1977 |
Předmět: | |
Zdroj: | International Journal for Numerical Methods in Engineering. 11:883-895 |
ISSN: | 1097-0207 0029-5981 |
DOI: | 10.1002/nme.1620110510 |
Popis: | The analysis of stresses and deformations in concrete structures subjected to temperature gradients is described. As a result of the spatial variation of temperature, the creep compliance is a function of position. Previous work has shown that the constitutive equations for concrete creep can be expressed in a form which is invariable although ageing is included in the analysis. Thus viscoelastic methods can be used and correspondence principles can be developed; emphasis is placed in the present work on those which are based on the Laplace transform. A particular form is described, in which replacement of the elastic modulus by a function of the transformed creep compliance gives transformed values of stress; these values are easily obtained numerically by the finite element method using elastic analyses. The transformed values of stress are then expressed as approximate functions of the transformed creep compliance; inversion of the ensuing functions gives the stress as an approximate function of time. Two applications are given; the first considers a simple axially loaded column with reinforcement and the second deals with a thick cylinder subjected to a temperature gradient. |
Databáze: | OpenAIRE |
Externí odkaz: |