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Structural performance of concrete poles used in electric power distribution network

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper presents an experimental study on structural performance of concrete poles used in electric power distribution network (EPDN). Three full scale 12-m concrete poles were tested; and a numerical study on a 7-span distribution line was also carried out in order to investigate lateral behavior of the network under severe weather conditions, as it is believed EPDN has a vital role on sustainability of power transmission from the power planet to the consumers which might be hundreds kilometers far away. One of the main issues in EPDN is concrete poles’ collapse under simultaneous wind and ice loads in some unreachable snow covered areas. However, the results show that the prescribed loading regimes by standards do not induce any damage into the distribution network nevertheless some unforeseen loads like gust wind load in heavy weather conditions cause the poles’ failure. Therefore, a non-linear pushover analysis was carried out to find out the weakest part of the distribution network; and finally some suggestions for increasing the EPDN's sustainability are made.
Rocznik
Strony
863--876
Opis fizyczny
Bibliogr. 13 poz., rys., tab., wykr.
Twórcy
autor
  • Department of Civil Engineering, The University of Isfahan, Iran
  • Department of Civil Engineering, The University of Isfahan, Iran
Bibliografia
  • [1] F. Yang, J. Yang, Z. Zhang, et al., Dynamic simulation on a broken test of conductors, Procedia Eng. 31 (2012) 435–440.
  • [2] I. ANSYS, ANSYS 12.0.1 – User's Manual, 2009.
  • [3] Y. Khanverdi, H. Salehi, Stability analysis of power distribution networks under wind, snow and earthquake loads, in: Regional Conference & Exhibition on Power Distribution Engineering – CIRED, Iran, (2013) 7–14.
  • [4] I.o.E. Energy, Standard of distribution line, Principles of Design and Practical Tables, vol. I, Standard, Tavanir, 1999. p. 90.
  • [5] Management and Planning Organization Office, General technical specification and execution procedures for aerial & underground distribution network (MV/LV) no: 374, 2007, p. 393.
  • [6] LabVIEW, LabVIEW Signal Express, National Instruments Corporation, 2007.
  • [7] K. Hibbitt, ABAQUS/Standard: User's Manual, Hibbitt, Karlsson & Sorensen, 2001.
  • [8] P. Kmiecik, M. Kamiński, Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration, Arch. Civil Mech. Eng. 11 (3) (2011) 623–636.
  • [9] E. Hognestad, N.W. Hanson, D. McHenry, Concrete stress distribution in ultimate strength design, ACI J Proc 52 (12) (1955) 455–479.
  • [10] B.L. Wahalathantri, D. Thambiratnam, T. Chan, et al., A Material Model for Flexural Crack Simulation in Reinforced Concrete Elements Using ABAQUS, 2011, 260–264.
  • [11] F. Vecchio, W. Shim, Experimental and analytical reexamination of classic concrete beam tests, J. Struct. Eng. 130 (3) (2004) 460–469.
  • [12] A. Saritas, F.C. Filippou, Numerical integration of a class of 3d plastic-damage concrete models and condensation of 3d stress–strain relations for use in beam finite elements, Eng. Struct. 31 (10) (2009) 2327–2336.
  • [13] F. Yang, J. Yang, Z. Zhang, Unbalanced tension analysis for UHV transmission towers in heavy icing areas, Cold Regions Sci. Technol. 70 (2012) 132–140.
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-c501e245-fb02-4a34-bb33-15554a6d6064
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