In this article, an analytical model is presented for the simulation of the thermal behavior of dams that are subjected to the environmental thermal action during service. The method of solution adopted as well as the evaluation of the different parameters is described in detail. Also, the theoretical results that are predicted by the model are compared with experimental results obtained through the monitoring of temperature in several dams in Spain. The dams considered are currently in use, of different types and in distinct locations.Peer Reviewe
We present a methodology to validate with monitoring data finite element models of existing concret...
The increasing number of roller compacted concrete (RCC) dams being built around the world demands a...
Seasonal thermal stresses have been found to contribute significantly to the long term degradation o...
In this article, an analytical model is presented for the simulation of the thermal behavior of dams...
This author accepted manuscript is deposited under a Creative Commons Attribution Non-commercial 4.0...
En este artículo se presenta un modelo numérico desarrollado para la obtención de las temperaturas e...
Rolled compacted concrete (RCC) dams are singular hydraulics structures whose safety assessment star...
Les déplacements des barrages en béton sont influencés par de nombreux facteurs tels que lacharge hy...
The temperature field of concrete dams in operational stages is dominantly influenced by variations ...
Concrete dams can be affected by long-term processes such as alkali aggregate reaction, concrete age...
A discussion on the paper by Tatin et al. (2015) is presented. The paper described an innovative sta...
In this paper we attempt to create a mathematical temperature model of concreting in lifts, that dep...
This paper is devoted to present a methodology for validating finite element (FE) models of existing...
We present a methodology to validate with monitoring data finite element models of existing concrete...
During the process of concrete hardening, temperature profiles show gradual non-linear distributions...
We present a methodology to validate with monitoring data finite element models of existing concret...
The increasing number of roller compacted concrete (RCC) dams being built around the world demands a...
Seasonal thermal stresses have been found to contribute significantly to the long term degradation o...
In this article, an analytical model is presented for the simulation of the thermal behavior of dams...
This author accepted manuscript is deposited under a Creative Commons Attribution Non-commercial 4.0...
En este artículo se presenta un modelo numérico desarrollado para la obtención de las temperaturas e...
Rolled compacted concrete (RCC) dams are singular hydraulics structures whose safety assessment star...
Les déplacements des barrages en béton sont influencés par de nombreux facteurs tels que lacharge hy...
The temperature field of concrete dams in operational stages is dominantly influenced by variations ...
Concrete dams can be affected by long-term processes such as alkali aggregate reaction, concrete age...
A discussion on the paper by Tatin et al. (2015) is presented. The paper described an innovative sta...
In this paper we attempt to create a mathematical temperature model of concreting in lifts, that dep...
This paper is devoted to present a methodology for validating finite element (FE) models of existing...
We present a methodology to validate with monitoring data finite element models of existing concrete...
During the process of concrete hardening, temperature profiles show gradual non-linear distributions...
We present a methodology to validate with monitoring data finite element models of existing concret...
The increasing number of roller compacted concrete (RCC) dams being built around the world demands a...
Seasonal thermal stresses have been found to contribute significantly to the long term degradation o...