In the paper the experimental results considering the effects of temperature on the elastic modulus and creep of concrete are introduced into the mathematical models of the three-dimensional finite-element method to improve the calculation of creep stresses in mass concrete structures. The finite-el
Numerical implementation of temperature and creep in mass concrete
β Scribed by Yong Wu; Ronaldo Luna
- Publisher
- Elsevier Science
- Year
- 2001
- Tongue
- English
- Weight
- 309 KB
- Volume
- 37
- Category
- Article
- ISSN
- 0168-874X
No coin nor oath required. For personal study only.
β¦ Synopsis
Mass concrete generates internal heat during the hydration period that occurs soon after casting. Added to these internal heat changes are the environmental conditions that the structure is subjected to during its design life. These thermal changes in the material a!ect the elastic and creep properties of the material, and in turn, the stress "elds within the structure. The numerical implementation of these factors is illustrated in a three-dimensional "nite element program that simulates the construction process of mass. The mathematical formulation, the numerical implementation and other implementation details are presented herein. The temperature and stress variation of a concrete block was analyzed and results show that temperature plays an important role in concrete structures.
π SIMILAR VOLUMES