## Abstract 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 cre
β¦ LIBER β¦
High-temperature creep under a non-uniform temperature distribution
β Scribed by L. A. Feldman; T. B. Bahder
- Publisher
- Springer
- Year
- 1989
- Tongue
- English
- Weight
- 197 KB
- Volume
- 8
- Category
- Article
- ISSN
- 0261-8028
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