Experimental Investigation on The Buckling Behavior of CFRP Confined Hollow Steel Column Filled with Prosopis Juliflora Wood – A Review
DOI:
https://doi.org/10.32628/IJSRCEKeywords:
Circular Hollow Section, Timber Filled, Axial Compression, Local Inward, Outward Buckling, StrengtheningAbstract
In the project, experimental studies have been devoted to investigating the buckling behavior of timber Filled Circular hollow Steel Tube (CHST) stub columns strengthened by Carbon Fiber Reinforced Polymer (CFRP) laminates. The present Stub Columns were under pure axial Compression. Several tests were conducted on different specimens such as bare Circular Hollow Columns and Timber, Hollow columns wrapped with CFRP, Hollow Columns filled with timber, and CFRP wrapped tubes with timber infill specimen respectively and the impact of each material was studied on the structural behavior of these members under axial compression. The CFRP confined members preventing local outward buckling. At the time, the buckling was occurred inside of the specimen. The results indicated the application of CFRP sheets for strengthening steel short CHS columns. significantly increment on the load-bearing capacity and delaying local buckling were observed. Thus, the timber-filled specimens were found to significantly improve the strength by preventing local inward buckling. The practical benefits of composite timber-steel encased columns are also discussed, notably the potential to express the materially of wood and offer a market for low-grade timber with smaller cross-sections.
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Abdollahi CN, Zamin JM, Ramli NH, et al. Experimental and theoretical investigation on torsional behavior of CFRP strengthened square hollow steel section. Thin-Walled Struct.2013:68:135-40.
Bambach MR, Jama HH, Elchalakani M. Axial capacity and design of thin-walled steel SHS strengthened with CFRP. Thin-Walled Struct. 2009;47(10):1112-21.
Haedir J, Zhao XL, Design of short CFRP reinforced steel tubular columns. J Construction steel Res 2011;67(3):497-509.
J. Teng, Y. Hu, Suppression of local buckling in steel tubes by FRP jacketing, Proceedings, 2nd International Conference on FRP Composites in Civil Engineering, Adelaide, Australia 2004, pp. 8–10.
M. Seica, J. Packer, P. Ramirez, S. Bell, X. Zhao, Rehabilitation of Tubular Members With Carbon Reinforced Polymers, 2006.
X.-L. Zhao, L. Zhang, State-of-the-art review on FRP strengthened steel structures, Eng. Struct. 29 (2007) 1808–1823.
T.C. Miller, M.J. Chajes, D.R. Mertz, J.N. Hastings, strengthening of a steel bridge girder using CFRP plates, J. Bridg. Eng. 6 (2001) 514–522.
J. Haedir, M. Bambach, X.-L. Zhao, R. Grzebieta, Strength of circular hollow sections (CHS) tubular beams externally reinforced by carbon FRP sheets in pure bending, Thin-Walled Struct. 47 (2009) 1136–1147.
J.M. Rotter, Local collapse of axially compressed pressurized thin steel cylinders, J. Struct. Eng. 116 (1990) 1955–1970.
L. Hollaway, J. Cadei, Progress in the technique of upgrading metallic structures with advanced polymer composites, Prog. Struct. Eng. Mater. 4 (2002) 131–148.
L.C. Hollaway, A review of the present and future utilization of FRP composites in the civil infrastructure concerning their important in-service properties, Constr. Build. Mater. 24 (2010) 2419–2445.
K. Gamage, R. Al-Mahaidi, B. Wong, Fe modeling of CFRP-concrete interface subjected to cyclic temperature, humidity and mechanical stress, Compos. Struct. 92 (2010) 826–834.
T.H. Almusallam, Load–deflection behavior of RC beams strengthened with GFRP sheets subjected to different environmental conditions, Cem. Concr. Compos. 28 (2006) 879–889.
H. Saadatmanesh, M. Tavakkolizadeh, D. Mostofinejad, Environmental effects on mechanical properties of the wet lay-Up fiber-Reinforced polymer, ACI Mater. J. 107 (2010) 267–274.
Zerbo, V., Di Tommaso A. and Ceriolo, L. 2005, ‘‘FRP strengthening systems for metallic structures: a state of the art”, Structural Analysis of Historical Constructions - Modena, Lourenço & Roca (eds), Taylor and Francis Group, London, ISBN 04 15363799, pp 891-900.
ACI Committee 440, Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R-02, American Institute, Farmington Hills, MI, 2002.
L. Hollaway, Polymer Composites for Civil and Structural Engineering, 1st ed., Blackie Academic and Professional, Glasgow, UK, 1993.
J. Haedir, X.-L. Zhao, Design of short CFRP-reinforced steel tubular columns, J. Constr. Steel Res. 67 (2011) 497–509.
J. Teng, Y. Hu, Behaviour of FRP-jacketed circular steel tubes and cylindrical shells under axial compression, Constr. Build. Mater. 21 (2007) 827–838.
K.Santhiya, G.Vimalanandan, Dr.S.Senthil Selvan, Behaviour of GGBS Concrete infilled steel Tubular Columns, Volume:03, Issued 2016.
Morino S. Recent developments in hybrid structures in Japan-research, design, and construction. Eng Struct 1998;20(4–6):336–46.
Gourley BC, Tort C, Denavit MD, Schiller PH, Hajjar JF. A synopsis of studies of the monotonic and cyclic behavior of concrete-filled steel tube members, connections, and frames Report No. NSEL-008, NSEL Report Series Department of Civil and Environmental Engineering. Urbana: the University of Illinois at Urbana-Champaign; 2008.
Perea T, Leon RT, Hajjar JF, Denavit MD. Full-scale tests of slender concrete-filled tubes: axial behavior. J Struct Eng 2013;139(7):1249–62.
Han LH, Li W, Bjorhovde R. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: members. J Constr Steel Res 2014;100:211–28.
Yu M, Wang T, Huang WJ, Yuan HX, Ye JQ. Fire resistance of concrete-filled steel tube columns with preload. Part I: Experimental Investigation. Compos Struct 2019;223:110994.
J. Teng, T. Yu, Y. Wong, S. Dong, Hybrid FRP–concrete–steel tubular columns: concept and behavior, Constr. Build. Mater. 21 (2007) 846–854.
Y. Yang, L. Han, Concrete filled steel tube (CFST) columns subjected to concentrically partial compression, Thin-Walled Struct. 50 (2012) 147–156.
Y.-F. Yang, L.-H. Han, Behaviour of concrete-filled steel tubular (CFST) stub columns under eccentric partial compression, Thin-Walled Struct. 49 (2011) 379–395.
Z. Tao, B. Uy, F.-Y. Liao, L.-H. Han, Nonlinear analysis of concrete-filled square stainless steel stub columns under axial compression, J. Constr. Steel Res. 67 (2011) 1719–1732.
M. Dundu, Compressive strength of circular concrete-filled steel tube columns, Thin-Walled Struct. 56 (2012) 62–70.
M.V. Chitawadagi, M.C. Narasimhan, S. Kulkarni, Axial strength of circular concrete-filled steel tube columns – DOE approach, J. Constr. Steel Res. 66 (2010) 1248–1260.
Ghazijahani TG, Jiao H, Holloway D. Concrete-filled circular steel tubes with a timber infill under axial compression. J Struct Eng 2017;143(7):04017037.
T. Ghanbari Ghazijahani, H. Jiao, D. Holloway, Rectangular steel tubes with timber infill and CFRP confinement under compression: Experiments, J. Constr. Steel Res. 114 (2015) 196–203, 11/01/2015.
Yuan WB, Yang JJ. Experimental and numerical studies of short concrete-filled double skin composite tube columns under axially compressive loads. J Constr Steel Res 2013;80(1):23–31.
G. Campana, G. Bertuzzi, G. Tani, L. Bonaccorsi, E. Proverbio, Experimental investigation into laser welding of aluminum foam-filled steel tubes, in Proceedings of the 5th International Conference on Porous Metals and Metallic Foams, MetFoam, 2008, pp. 453–456.
I. Hall, O. Ebil, M. Guden, C.-J. Yu, Quasi-static and dynamic crushing of empty and foam-filled tubes, J. Mater. Sci. 36 (2001) 5853–5860.
M. Iwata, M. Murai, Buckling-restrained brace using steel mortar planks; performance evaluation as a hysteretic damper, Earthquake Eng. Struct. Dynam. 35 (2006) 1807–1826.
Sun G, Song X, Baek S, et al. Robust optimization of foam-filled thin-walled structure based on sequential Kriging metamodel. Struct Multidiscipl Optim 2014;49(6):897–913.
Kavi H, Toksoy KA, Guden M. Predicting energy absorption in a foam-filled thin walled aluminum tube based on experimentally determined strengthening coefficient. Mater Des 2006;27(4):263–9.
Mantena PR, Mann R. Impact and dynamic response of high-density structural foams used as filler inside a circular steel tube. Compos Struct 2003;61(4):291–302.
H. Kavi, A.K. Toksoy, M. Guden, Predicting energy absorption in a foam-filled thin walled aluminum tube based on experimentally determined strengthening coefficient, Mater. Des. 27 (2006) 263–269.
L. Aktay, A. Toksoy, M. Güden, Quasi-static axial crushing of extruded polystyrene foam-filled thin-walled aluminum tubes: experimental and numerical analysis, Mater. Des. 27 (2006) 556–565.
Tohid Ghanbari Ghazijahani, Hui Jiao, Damien Holloway, Rectangular steel tubes with timber infill and CFRP confinement under compression: Experiments, Journal of Constructional Steel Research, Volume 4, issued 2015.
Tohid Ghanbari Ghazijahani, S.M.ASCE; Hui Jiao, Ph.D.; and Damien Holloway, Ph.D. "Composite Timber Beams Strengthened by Steel and CFRP”, American society of civil engineering, volume 5, Issued 2016.
J.Zeghiche, K. Chaoui, “An experimental behavior of concrete-filled steel tubular columns”, Journal of Construction Steel Research, Issued 2005.
S. Jayaganesh, J. Raja Murugadass, G.Ganesh Babu, and J.Jegan, "Effects of Concentrical Partial (Local) Compression on the Structural Behavior of Concrete Filled Steel Tubular Column” Volume 5, Issued 2015.
P.Kiruthika, S.Balasubramanian, M.C.Sundarraja, J.Jegan, “Strengthening of Concrete Filled Steel Tubular Columns using FRP Composites, International Journal of Innovative Research in Science, Volume 4, Issue 2015.
Tohid Ghanbari Ghazijahani, Hui Jiao, Damien Holloway, “Timber filled CFRP jacketed circular steel tubes under axial compression” Construction and Building Materials, Volume 5, Issued 2016.
Vishwajeet Patel, P. S. Lande “Analytical Behavior of Concrete Filled Steel Tubular Columns under Axial Compression", International Journal of Engineering Research, Volume 5, Issue 2016.
A.P.Ghorapada, H.S.Jadhav, “Study of the behavior of hollow square steel column strengthened with CFRP”, International Journal of Engineering Research, Volume 3, Issue 2015.
E K Mohanraj, S Kandasamy, R Malathy, “Behaviour of steel tubular stub and slender columns filled with concrete using recycled aggregates”, Journal of the South African Institution of Civil Engineering, Volume 53, Issue 2011.
K.Santhiya, G.Vimalanandan, Dr.S.Senthil Selvan, “Behaviour of GGBS concrete infilled steel tubular columns”, International Research Journal of Engineering and Technology, Volume 3, Issue 2016.
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