SUSPEN DOME: AN EVALUATION WITH CFRP CABLES
DOI:
https://doi.org/10.14311/CEJ.2021.02.0034Keywords:
Cable structures, Suspen dome, Cable-strut system, CFRP cable, Steel cableAbstract
This study investigated the feasibility of using CFRP cable as tension cables in suspen domes in view of the fact that suspen domes have been made with steel cables as its cable-strut system for centuries due to its availability. Indisputably, CFRP cables have become the material of choice in the 21st century for its efficiency and innovative design in bridge works. However, the application of CFRP cables to other cable structures has been limited. The need for its application to other cable structures is required in order to acquire more knowledge about its behavioral patterns. This paper gives preliminary findings of a successfully designed and constructed suspen dome prototype which comprehensively deepens the understanding of CFRP cable performance as a cable-strut system in a suspen dome. Results show that with its high stiffness, low weight and high strength, CFRP has proven to be a technically efficient and adequately strengthening material for structurally improving the adequacy of a suspen dome.
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References
Subramanian, N. 2006 “Space Structures: Principles and Practice”, Multi-Science Publishing Co Ltd, Brentwood, Essex, UK.
Olofin, I. & Liu, R. 2012. “Suspen-dome System: A Fascinating space Structure”. The Open Journal of Civil Engineering. 11: 131-142
Olofin, I. & Liu, R. 2015“The Application of CFRP (CFRP) Cables in Civil Engineering Structures”. SSRG International Journal of Civil Engineering 2: 1-5.
Meier, U.2000 “Composite materials in bridge repair” . Applied Composite Material. 7: 75-94.
Meier, U.1995 “Extending the life of cables by the use of carbon fibres” . International Association for Bridge and Structural Engineering.
Wen, X., Cai, C. S., Yin, Z., Rucheng, X.2011 “Study of Super long Span cable stayed Bridges with CFRP components”. Engineering Structure. 33,330-343.
Adanur, S., Gunaydin, M., Altunisik, A.C., Seuim, B. 2012“Dynamic behavior of a cable stayed bridge using CFRP cables” .Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics.
Filiphbanck, O.R.A..2014 “Application of CFRP cables in super long span cable supported bridge: A feasibility study” . Chalmers University of Technology.
Guoying, F., Ronggui ,L., Bei, C.” 2013Static Characteristics Analysis of cable-stayed bridges using CFRP cable”. IJCTT. 4: 861-866.
Meier, U. 1992“Carbon Fibre-Reinforced Polymers: modern materials in bridge engineering”. Struct. Eng.Int .DOI :101686692780617020.
Schlaich, M., Bernd, Z., Yue L., & Goller, R.2012“CFRP tension elements and their anchorages”. Bautechnik. 89. 841-849.
Bernd, Z., Yue L., & Schlaich, M. 2014“Research on using CFRP Tension members in plane cables structures”. The 7th International Conference on FRP Composites in Civil Engineering, Vancouver, Canada.
Yue, L., Bernd, Z., & Schlaich ,M. 2016 “Advantages of using CFRP cables in orthogonally loaded cable structures”. AIMS Material Science. 3. 862-880.
Olofin, I., & Liu, R. 2016 “Numerical modal analysis of a suspen-dome with CFRP cable-strut system”. ASME Journals: Series Modelling A. 8. 13-24.
Olofin, I., & Liu, R.2017 “Structural Optimization of Beijing Gymnasium Suspen-dome with CFRP (CFRP) cable”. Scientific Herald of the Voronezh State University of Architecture and Civil Engineering. 36.106-115.
Olofin, I., & Liu, R. 2017 “Transient behavior of CFRP cable-strut system in a Suspen- dome”. Civil Engineering Journal. 8. 547-555.
Olofin I, and Liu,R. 2019 A study on the ultimate bearing capacity of CFRP cable-strut system in a suspen dome ,The Civil Engineering Journal. 46. 555-565. DOI 10.14311/CEJ.2019.04.0046
Olofin, I., & Liu, R.2020 “Research on the Static Behaviour of a Suspen Dome with CFRP (CFRP) Cable-strut System”. Iranian Journal of Science and Technology, Transactions of Civil Engineering. DOI 10.1007/s40996-020-00488-5(In press).
Meier ,U.2012 “CFRP cables: Why? Why not? What if?” Arabian J.SCi.Eng. 37.399-411.
GBJGJ7-2012. “Technical specification for space frame structure”. Chinese planning press, Beijing (In Chinese).
GBJGJ257-2012. “Technical specification of cables structures”. Chinese planning press, Beijing (In Chinese).
Kang, W., Chen, Z., Lam, H., & Zuo, C. 2003“Analysis and design of the general and outmost ring stiffened suspen-dome structure”. Engineering structures. 25. 1685-1695.
ANSYS.2008 “Release 10.0 Documentation for Ansys”, USA.
Guo, J. M., Dong, S. L., & Yuan, X. F. 2012“Research on static property of suspen-dome structure under heap load”. Advanced Steel Construction. 8.137-152.
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Accepted 2021-07-18
Published 2021-07-28