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Simulation of construction of RCC dams. I: temperature and aging

Autor
Cervera, M.; Oliver, J.; Prato, T.
Tipus d'activitat
Article en revista
Revista
Journal of structural engineering (New York, N.Y.)
Data de publicació
2000-09
Volum
126
Número
9
Pàgina inicial
1053
Pàgina final
1061
DOI
https://doi.org/10.1061/%28ASCE%290733-9445%282000%29126%3A9%281053%29 Obrir en finestra nova
URL
https://ascelibrary.org/doi/10.1061/%28ASCE%290733-9445%282000%29126%3A9%281053%29 Obrir en finestra nova
Resum
The increasing number of roller compacted concrete (RCC) dams being built around the world demands accurate methodologies for the realistic short- and long-term evaluations of the risk of thermally induced cracking in these constructions. In this work a numerical procedure for the simulation of the construction process of RCC dams is presented. It takes into account the more relevant features of the behavior of concrete at early ages, such as hydration, aging, creep, and damage. A 2D model of th...
Grup de recerca
(MC)2 - Grup de Mecànica Computacional en Medis Continus
(MC)2 - UPC Mecànica de Medis Continus i Computacional

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