Skip to main content
Journal of Thermal StressesVolume 36, Issue 2, 1 February 2013, Pages 112-134

Computation of thermal-stresses and contraction joint distance of RCC dams(Article)

  Save all to author list
  • aCivil Engineering Faculty, University of Belgrade, Belgrade, Serbia
  • bMechanical Engineering Faculty, University of Belgrade, Belgrade, Serbia

Abstract

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.

Author keywords

DamsMonolith-lengthRoller-Compacted ConcreteThermal stresses

Indexed keywords

Engineering uncontrolled terms3-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 details

Funding sponsor Funding number Acronym
Ministarstvo Prosvete, Nauke i Tehnološkog Razvoja37009,TR 37009MPNTR
  • 1

    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]

  • ISSN: 01495739
  • CODEN: JTSTD
  • Source Type: Journal
  • Original language: English
  • DOI: 10.1080/01495739.2013.764795
  • Document Type: Article

  Kuzmanovic, V.; Civil Engineering Faculty, University of Belgrade, Serbia;
© Copyright 2013 Elsevier B.V., All rights reserved.

Cited by 23 documents

Mirković, U. , Kuzmanović, V. , Todorović, G.
Influence of Monolith Length on Temperature Field of Concrete Gravity Dams
(2024) Applied Sciences (Switzerland)
Aniskin, N.A. , Nguyen, T.C.
Predictive Model of Temperature Regimes of a Concrete Gravity Dam during Construction: Reducing Cracking Risks
(2023) Buildings
Tretyak, K. , Palianytsia, B.
Dam Spatial Temperature Deformations Model Development Based on GNSS Data
(2023) Journal of Performance of Constructed Facilities
View details of all 23 citations
{"topic":{"name":"Temperature Distribution; Mass Concrete; Thermal Stress","id":19403,"uri":"Topic/19403","prominencePercentile":76.20262,"prominencePercentileString":"76.203","overallScholarlyOutput":0},"dig":"b5aae3c1ee68be93b06abcbcd5d277b0c768fb9c96157bea4e12ec4574d3078e"}

SciVal Topic Prominence

Topic:
Prominence percentile: