This content is not included in
your SAE MOBILUS subscription, or you are not logged in.
Material Properties of Hollow Sectioned Steel Tubes and Wood Filled Hollow Sectioned Steel Tubes under Compression
Technical Paper
2014-01-1053
ISSN: 0148-7191, e-ISSN: 2688-3627
Annotation ability available
Sector:
Language:
English
Abstract
The combination of wood and steel together gives better properties than individual materials used alone. The advantage associated with this type of hybridization is composite systems are better than that of non-composite system of same size because the system is stiffer. The purpose of utilization of steel with timber members is mainly for stiffness and strength. Steel adds ductility to composite system.
The paper presents the experimental results of the work carried out to study the behavior of specimens prepared in solid teakwood, hollow sectioned steel tube and teakwood filled hollow sectioned steel tube under compression. The circular, rectangular and squared sections were used for study. The interfacial bond between wood and steel is obtained by interference fit and by suitable adhesive for wood-steel composite system.
Experimental results showed that Hollow sectioned square steel tube and solid sectioned square teakwood specimens showed highest compressive strength and compressive strength of circular cross sections were lowest. The results for rectangular were in-between square and circular sections. Incase of composites with adhesive and without adhesive square sectioned specimens showed highest compressive strength, and compressive strength of circular cross sections was lowest, the results for rectangular were in-between square and circular sections. When results of composite without adhesive and with adhesive were compared the highest compressive strength observed in all cases of composites with adhesive. The results obtained experimentally were verified with finite element analysis tool ANSYS. Suitable design codes of concrete filled tubes in practice are used to predict the strengths. The results by both the method are comparable and are within the acceptable limits.
Recommended Content
Authors
Citation
Danawade, B. and Malagi, R., "Material Properties of Hollow Sectioned Steel Tubes and Wood Filled Hollow Sectioned Steel Tubes under Compression," SAE Technical Paper 2014-01-1053, 2014, https://doi.org/10.4271/2014-01-1053.Also In
References
- Reddy T.Y. , Al-Hassani S.T.S. Axial Crushing of Wood-Filled Square Metal Tubes International Journal of Mechanical Sciences 35 3/4 231 246 1993
- Singace A.A. Collapse Behaviour of Plastic Tubes Filled with Wood Sawdust Thin-Walled Structures 37 163 187 2000
- Cabrero J.M. , Heiduschke A. et al. Analytical Assessment of the Load-Carrying Capacity of Axially Loaded Wooden Reinforcement Tubes Composite Structures 92 2955 2965 2010 10.1016/j.compstruct.2010.05.007
- Oyawa Walter O. , Sugiura Kunitomo et al. Simplified Analysis of Filled Steel Tubular Stub Columns under Compression Journal of Civil Engineering 6 133 144 2001
- Giakoumelis Georgios , Lam Dennis Axial Capacity of Circular Concrete-filled Tube Columns Journal of Constructional Steel Research 60 1049 1068 2004 10.1016/j.jcsr.2003.10.001
- Liu Dalin Tests on High-Strength Rectangular Concrete-Filled Steel Hollow Section Stub Columns Journal of Constructional Steel Research 61 902 911 2005 10.1016/j.jcsr.2005.01.001
- Young Ben , Ellobody Ehab Experimental Investigation of Concrete-Filled Cold Formed High Strength Stainless Steel Tube Columns Journal of Constructional Steel Research 62 484 491 2006 10.1016/j.jcsr.2005.08.004
- Ellobody Ehab , Young Ben Behaviour of Normal and High Strength Concrete-Filled Compact Steel Tube Circular Stub Columns Journal of Constructional Steel Research 62 484 491 2006 10.1016/j.jcsr.2005.11.002
- Cai Jian , He Zhen-Qiang Axial Load Behavior of Square CFT Stub Column with Binding Bars Journal of Constructional Steel Research 62 484 491 2006 10.1016/j.jcsr.2005.09.010
- Ozbakkaloglu T. , Lim J.C. et al. Concrte-Filled Square FRP Tubes under Axial Compression Asia-Pacific Conference on FRP Structures APFIS 2007
- Lu Z.H. , Zhao Y.G. Mechanical Behaviour and Ultimate Strength of Circular CFT Columns Subjected to Axial Compression Loads World Conference on Earthquake Engineering, 14 th WCEE 2008
- Lam Dennis , Gardner Leroy Structural Design of Stainless Steel Concrete Filled Columns Journal of Constructional Steel Research 62 484 491 2008 10.1016/j.jcsr.2008.04.012
- Heiduschke Andreas , Haller Peer Load Carrying Capacity of Fiber Reinforced Wood Profiles World Conference on Timber Engineering, WCTE 2010
- Mohanraj E.K. , Kandasamy S. et al. Behaviour of Steel Tubular Stub and Slender Columns Filled with Concrete using Recycled Aggregates Journal of the South African Institution of Civil Engineering 53 31 38 2011
- Huang Yuner , Young Ben Material Properties of Cold-Formed Lean Duplex Stainless Steel Sections Thin Walled Structures 54 72 81 2012 10.1016/j.tws.2012.02.003
- ASTM D143 Standard method of testing small clear specimens of timber American Society for Testing and Materials 1994
- ASTM E8/E8M Standard Test Methods for Tension Testing of Metallic Materials American Society for Testing and Materials 2011
- Danawade , B. , Malagi , R. , and Malagi , S. Flexural Strength Properties of Teak Wood Filled Rectangular Hollow Sectioned Thin Steel Tube and its Application in Automobile SAE Technical Paper 2013-01-1179 2013 10.4271/2013-01-1179
- Pidilite Industries Limited Fevitite Superfast Product Catalogue, CC-RF-SUPERFAST-ENG-09/08 2009
- Architectural Institute of Japan (AIJ) Recommendations for design and construction of concrete filled steel tubular structures 1997
- American Concrete Institute (ACI) Building Code Requirements for Structural Concrete, ACI 318-95 1995
- American Institute of Steel Construction (AISC) Load and Resistance Factor Design (LRFD) Specifications for Structural Steel Buildings 25 4 2 16
- British Standards Instituttion Eurocode 4 DD ENV 1994-1-1, Design of Composite Steel and Concrete Structures General Rules and Rules for Buildings 1994
- GJB4142-2000 Technical specifications for early-strength model composite structures Peking, China 2001