Powiadomienia systemowe
- Sesja wygasła!
Tytuł artykułu
Autorzy
Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
The article presents the issue of determining the effects of conductors on the supporting structures of power lines using two different methods of applying partial safety factors (PSF). An assessment of the nonlinearity and disproportionality in the relationship between the conductor load and the tension force was carried out. The discussion identifies the source of differences in the approaches and assesses the impact of two primary factors: the curvature of the relationship between load and tension force, and the initial prestressing of the cable, which results in the displacement of the graph relative to the origin of the coordinate system. The investigation utilizes measures of nonlinearity to facilitate its assessment. A sensitivity analysis was performed to examine the difference between applying PSFs to actions and their effects. A series of numerical calculations, considering various spans, initial tensions, and load values, demonstrated the scale of the reduction in the design values of forces when safety factors are applied more naturally to the actions, not to their effects.
Czasopismo
Rocznik
Tom
Strony
147--159
Opis fizyczny
Bibliogr. 21 poz.
Twórcy
autor
- Assoc. Prof. PhD, DSc; Department of Structural Engineering, Faculty of Civil Engineering, Silesian University of Technology, Gliwice
autor
- MSc; Arinet sp. z o.o., Gliwice
Bibliografia
- [1] CENELEC. Standard EN 50341-1:2005 Overhead electrical lines exceeding AC 45 kV Part 1: General requirements - Common specifications.
- [2] CENELEC. Standard EN 50341-1:2012 Overhead electrical lines exceeding AC 1 kV Part 1: General requirements - Common specifications.
- [3] PN-EN 50341-3-22:2010 Overhead electrical lines exceeding AC 45 kV. Part 2: Set of National Normative Aspects (NNA) for Poland, PKN 2010.
- [4] PN-EN 50341-2-22:2016 Overhead electrical lines exceeding AC 1 kV. Part 2: Set of National Normative Aspects (NNA) for Poland, PKN 2016.
- [5] Wandzik G. (2015). Design of power lines in Europe seen through the prism of national normative annexes to the EN 50341 standard. VI Scientific-technical Conference: Overhead Power Lines, Wisła 2015 (in Polish).
- [6] Kapłański G., Kowalczyk G., Szojda L., Wandzik G., Włodarczyk K. (2022). Universal Modular Support Structures (UMKW) as an Alternative for Power Transmission in Emergency Situations. 30 Conference on Structural Failures, Międzyzdroje 2022 (in Polish).
- [7] Wandzik G.: UMKW - Line (2023). Computer software for the analysis of conductors and loads on overhead line support structures According to the PN-EN 50341, Gliwice, 2020-2023.
- [8] Bakeer T. (2022). The theory of homogeneity of nonlinear structural systems. A general basis for structural safety assessment. https://arXiv: 2212.01423.
- [9] CEN, Standard EN 1990:2010 (Eurocode 0) : Basis of structural design. Brussels, 2010.
- [10] Gulvanessian H., Calgaro J.-A., Holicky M. (2012). Designers’ Guide to Eurocode EN 1990: Basis of structural design. ICE Publishing; 2nd edition, Thomas Telford Limited, London 2012.
- [11] Ditlevsen O., Madsen H.O. (2007). Structural Reliability Methods Department of Mechanical Engineering, Technical University of Denmark, Copenhagen, Internet Edition 2.3.7.
- [12] Eibl J. (1996). Nonlinear design and an appropriate safety format. IABSE Rep., vol. 74, Delft: International Association for Bridge and Structural Engineering; 1996. https://doi.org/10.5169/SEALS-56066.
- [13] Castaldo P., Gino D., Mancini G. (2019). Safety formats for non-linear finite element analysis of reinforced concrete structures: discussion, comparison and proposals. Eng Struct ; 193, 136-53. https://doi.org/10.1016Zj.engstruct.2019.05.029.
- [14] Teichgraber M., FuBeder M., b, Bletzinger K.-U., Straub D. (2023). Non-linear structural models and the partial safety factor concept. Structural Safety (103). https://doi.org/10.1016/j.strusafe.2023.102341.
- [15] Fusseder M, Teichgraber M, Bletzinger K, Straub D, Goldbach A (2021). Investigations on the design of membrane structures with the semi-probabilistic safety concept. 10th Ed. Conf. Text. Compos. Inflatable Struct., CIMNE; 2021.
- https://doi.org/10.23967/membranes.2021.011.
- [16] Uhlemann J., Stimpfle B., Stranghoner N (2014). Application of the semiprobabilistic safety concept of EN 1990 in the design of prestressed membrane structures. In: Proceedings of the EUROSTEEL. 2014.
- [17] Stranghoner N, Uhlemann J, Bilginoglu F, Bletzinger K-U, Bogner-Balz H, Gerhold S, et al. (2016). Guideline for a European Structural Design of Tensile Membrane Structures Made from Fabrics and Foils-. Background documents in support to the implementation, harmonization and further development of the Eurocodes.
- [18] Cigre Technical Brochure No 324 (B2.12.3): SagTension Calculation Methods for Overhead Lines. Cigre, June 2007.
- [19] CEN, Standard EN 1993-3-1:2008, Eurocode 3: Design of Steel Structures. Part 3.1: Towers, Masts and Chimneys, Brussels, 2008.
- [20] Mendera Z., Szojda L., Wandzik G. (2012). Steel Support Structures for Overhead Power Lines. Wydawnictwo Naukowe PWN SA, Warszawa (in Polish).
- [21] Mendera Z., Szojda L., Wandzik G. (2017). Design of Steel Towers for Overhead Power Lines in the Context of European Standards. Wydawnictwo Naukowe PWN SA, Warszawa (in Polish).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-6f823e57-34a2-4cf3-aefa-f2afc12f706d
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.