The Influence of Temperature Change on Crack Openings in a Reinforced Concrete Shell of Pressure Piping at Kruonis Pumped Storage Power Plant

Authors

  • Raimondas Šadzevičius Aleksandras Stulginskis University
  • Vincas Gurskis Aleksandras Stulginskis University
  • Rytis Skominas Aleksandras Stulginskis University
  • Tatjana Sankauskienė Aleksandras Stulginskis University

DOI:

https://doi.org/10.5755/j01.erem.72.3.14865

Keywords:

temperature change, hydraulic structures, reinforced concrete pipes, cracks

Abstract

Cracks are classified according to their geometry (length, width and depth), statistical parameters (mean and variance of the number of cracks per unit area), crack riskiness for structures, etc. In this paper, crack openings in a reinforced concrete shell of the pressure piping at Kruonis Pumped Storage Power Plant, which appeared due to temperature change, are analysed. Detailed analysis of cracks and deformations due to temperature changes was performed after the evaluation of the technical state of the pipeline. Specific illustrations, calculations and guidance for repair of these deteriorations were offered.

DOI: http://dx.doi.org/10.5755/j01.erem.72.3.14865

Author Biographies

Raimondas Šadzevičius, Aleksandras Stulginskis University

Institute of Hydraulic Engineering, Faculty of Water and Land management

Vincas Gurskis, Aleksandras Stulginskis University

Institute of Hydraulic Engineering, Faculty of Water and Land management

Rytis Skominas, Aleksandras Stulginskis University

Institute of Hydraulic Engineering, Faculty of Water and Land management

Tatjana Sankauskienė, Aleksandras Stulginskis University

Institute of Hydraulic Engineering, Faculty of Water and Land management

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Published

2016-12-23

Issue

Vol. 72 No. 3 (2016)

Section

Articles

License

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