An In-depth Analysis for Optimal Cable Tray Support Span
University of Strathclyde, United Kingdom
Erkan Oterkus
University of Strathclyde, United Kingdom
DOI: https://doi.org/10.36956/sms.v2i1.311
Copyright © 2021 Sung Wuk Jung,Erkan Oterkus. Published by Nan Yang Academy of Sciences Pte. Ltd.
This is an open access article under the Creative Commons Attribution-NonCommercial 4.0 International (CC BY-NC 4.0) License.
Abstract
Nowadays, it is crucial to reduce the cost of the overall project so that the competitiveness of offshore oil and gas without compromising on quality or safety can be achieved. This study investigates how to define the longest cable tray support span considering constructability in order to reduce the number of supports which is a chief cost of a cable tray system. This study presents not only material and geometry frequently used for cable tray but also the formula to estimate the maximum cable load which can be installed within cable tray. To verify the longest span without increasing the crosssection of cable tray, finite element modelling approach was employed based on ANSYS and comparisons were made between numerical analysis and simplified hand calculation. The constructability for the longer span obtained from finite element analysis has been validated in view of manual handling of the cable tray. It is shown that the optimal span suggested in this paper can lead to a better economic benefit without degrading the constructability. For instance, as the span is longer, the cost of material as well as construction manpower can be saved. It is also expected that this approach will contribute to enhance the competitiveness of offshore oil and gas.
Keywords: Cable tray system; Finite element method; ANSYS; Oil and gas; Offshore
References
[1] Sieminski, A. International energy outlook. Energy information administration (EIA), 2014, 18.
[2] IOSS. IOSS Introduction [Online], 2015. Available: https://ioss.info/page/index.php [Accessed].
[3] Ekstrom, C. M., Wesley, D. Lateral-torsional Buckling of Steel Channel Beams. Division of Structural Engineering Chalmers University Of Technology Gothenburg, 2017.
[4] Kalupa, C.J. Guide for design of electrical cable tray systems[J]. IEEE Transactions on Industry Applications, 1977, 6: 533-538.
[5] Desmond, T.P., Dermitzakis, S.N. Effective-length factors for buckling of cable-tray supports[J]. Nuclear Engineering and Design, 1987, 103(3): 313-332.
[6] Reigles, D.G., Brachmann, I., Johnson, W.H., Gürbüz, O. Test-based approach to cable tray support system analysis and design: Behavior and test methods[J]. Nuclear Engineering and Design, 2016, 302: 27-36.
[7] Masoni, P., Pasquale, G.A., Mazzieri, C., Morgana, A. Seismic tests of cable tray systems, 1989.
[8] Huang, B., Lu, W., Mosalam, K.M. Shaking table tests of the cable tray system in nuclear power plants[J]. Journal of Performance of Constructed Facilities, 2017, 31(4): 04017018.
[9] Khalid, M., Baofeng, H. Performance-based Earthquake Engineering Methodology For Seismic Evaluation Of Cable Tray Systems For Nuclear Power Plants, 2019.
[10] De Normalisation, C. E. ENV 1993-1-1 Eurocode 3, design of steel structures, Part 1.1-General rules and rules for buildings. European Committee for Standardization, Brussels, Belgium, 1993.
[11] EN, B. 10088-1: 2005, Stainless Steels-Part1: List of stainless steels. CEN, 2005.
[12] EN, B. 10088-2: 2014. Stainless steels: technical delivery conditions for sheet/plate and strip of corrosion resisting steels for general purposes, 2014.
[13] Oglaend. Oglaend system product [Online]. 2020b. Available: https://www.oglaend-system.com/selector/ [Accessed].
[14] NEMA. NEMA VE 1-2017 Metal Cable Tray Systems. National Electrical Manufacturers Association, 2017.
[15] Commission, I. I. E. IEC 61537: Cable management–Cable tray systems and cable ladder systems. Geneva (Switzerland): International Electrotechnical Commission, 2016.
[16] Association, N. F. P. NFPA 70: National Electrical Code, National Fire Protection Assoc, 2011.
[17] University of Alberta. Buckling [Online], 2020. Available: https://apps.ualberta.ca/catalogue/course/civ_e/670 [Accessed].
[18] Waters, T. R., Putz-Anderson, V., Garg, A. Applications manual for the revised NIOSH lifting equation, 1994.
[19] B-Line. Cost saving calculator [Online], 2020a. Available: https://www.eaton.com/content/dam/eaton/products/support-systems/cable-management/structural-steel-savings/structural-steel-savings-engineering-guide-brochure.pdf [Accessed].