

A new approach in 3D numerical modeling for unsteady phased thermal-stress analysis of a massive concrete hydraulic structure is presented. The temperature field is computed first, providing a drive for the unsteady, nonlinear, viscoelastic, stress-strain analysis. This model is devised with actual initial and boundary conditions, appropriate material properties, and the observed concrete placement schedule. The verification is based on the field investigations of the Platanovryssi dam. The results of a long-term analysis have shown close agreement with the observed dam conditions. The proposed model presents a reliable tool for thermal-stress computation and transverse contraction joint distance evaluation. © 2013 Copyright Taylor and Francis Group, LLC.
| Engineering uncontrolled terms | 3-D numerical modelingAppropriate materialsConcrete placementContraction jointsField investigationInitial and boundary conditionsLong term analysisMassive concreteMonolith-lengthNew approachesRCC damsRoller-compacted concreteStress-strain analysisThermal-stress analysisTransverse contraction joints |
|---|---|
| Engineering controlled terms: | Concrete placingDamsStress analysisThermal stress |
| Engineering main heading: | Concretes |
| Funding sponsor | Funding number | Acronym |
|---|---|---|
| Ministarstvo Prosvete, Nauke i Tehnološkog Razvoja | 37009,TR 37009 | MPNTR |
Received 21 February 2012; accepted 18 October 2012. This work was supported by the Ministry of Education and Science of the Republic of Serbia under the project no. TR 37009 \u201CMonitoring and Modeling of Rivers and Reservoirs \u2013 Physical, Chemical, Biological and Morphodynamic Parameters.\u201D Address correspondence to Vladan Kuzmanovic, Civil Engineering Faculty, University of Belgrade, Bulevar kralja Aleksandra 73, 11000 Belgrade, Serbia. E-mail: [email protected]
Kuzmanovic, V.; Civil Engineering Faculty, University of Belgrade, Serbia;
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