Plastic and yield slenderness limits for circular concrete filled tubes subjected to static pure bending

Thin-Walled Structures - Tập 109 - Trang 50-64 - 2016
M. Elchalakani1, A. Karrech1, M.F. Hassanein2, Bo Yang3
1School of Civil Environmental, and Mining Engineering, University of Western Australia, Australia
2Department of Structural Engineering, Faculty of Engineering, Tanta University, Tanta, Egypt
3School of Civil Engineering, Chongqing University, Chongqing 400045, China

Tài liệu tham khảo

Han, 2014, Developments and advanced applications of concrete-filled tubular (CFST) structures: members, J. Constr. Steel Res., 100, 211, 10.1016/j.jcsr.2014.04.016 Lai, 2015, Noncompact and slender circular CFT members: experimental database, analysis, and design, J. Constr. Steel Res., 106, 220, 10.1016/j.jcsr.2014.11.005 Chacón, 2015, Circular concrete-filled tubular columns: state of the art oriented to the vulnerability assessment, Open Civ. Eng. J., 9, 249, 10.2174/1874149501509010249 Hajjar, 2000, Concrete-filled steel tube columns under earthquake loads, J. Prog. Struct. Eng. Mater., 2, 1 Roeder, 1998, Overview of hybrid and composite systems for seismic design in the United States, Eng. Struct., 20, 355, 10.1016/S0141-0296(97)00035-7 Fukumoto, 1997, 422 J. Webb, J. Beyton, Composite concrete filled steel tube columns, in: Proceedings of Structural Engineering Conference, Adelaide, 1990. Kilpatrick, 1997 Han, 2006, Further study on the flexural behaviour of concrete-filled steel tubes, J. Constr. Steel Res., 62, 554, 10.1016/j.jcsr.2005.09.002 T. Hosaka, T. Umehara, S. Nakamura, K. Nishiumi, Design and experiments on a new railway bridge system using concrete filled steel pipes, in: Proceedings of the ASCCS Seminar, Concrete Filled Steel Tubes, A comparison of International Codes and Practices, Innsbruck, Austria, 1997. Furlong, 1967, Strength of steel–encased concrete beam-column, J. Struct. Div., 93, 113, 10.1061/JSDEAG.0001761 Schneider, 1998, Axially loaded concrete-filled steel tubes, J. Struct. Eng., 124, 1125, 10.1061/(ASCE)0733-9445(1998)124:10(1125) Uy, 2000, Strength of concrete filled steel box columns incorporating local buckling, J. Struct. Eng., 126, 341, 10.1061/(ASCE)0733-9445(2000)126:3(341) Bridge, 1999, Local buckling and confinement in axially loaded steel tubes filled with normal concrete, Aust. J. Struct. Eng., 2, 19 Tao, 2009, Analysis and design of concrete-filled stiffened thin-walled steel tubular columns under axial compression, Thin-Walled Struct., 47, 1544, 10.1016/j.tws.2009.05.006 Portolés, 2013, Influence of ultra-high strength infill in slender concrete-filled steel tubular columns, J. Constr. Steel Res., 86, 107, 10.1016/j.jcsr.2013.03.016 Liang, 2011, High strength circular concrete-filled steel tubular slender beam-columns, Part I: numerical analysis, J. Constr. Steel Res., 67, 164, 10.1016/j.jcsr.2010.08.006 Prion, 1993, Beam-column behaviour of steel tubes filled with high strength concrete, Can. J. Civ. Eng., 21, 207, 10.1139/l94-024 Neogi, 1969, Concrete filled tubular steel columns under eccentric loading, Struct. Eng., 47, 187 M. Tomii, Ductile and strong columns composed of steel tube, in filled concrete and longitudinal steel bars, in: Proceedings of the 3rd International Conference on Steel-Concrete Composite Structures, Fukuoka, Japan, 1991. Shaker-Khalil, 1993, Push out strength of concrete-filled steel hollow sections, Struct. Eng., 71, 230 AIJ, Architectural Institute of Japan, Standards for Structural Calculation of Steel Reinforced Concrete Structures, Tokyo, 2015, (in Japanese). ANUHT, Association of New Urban Housing Technology (ANUHT), Design Recommendations for Concrete Filled Steel Tube Structures, 4th ed., 2000, (in Japanese). ANSI/AISC 360-10, Specification for Structural Steel buildings, AISC, Chicago, 2010. Eurocode 4, Design of composite steel and concrete structures, Part 1.1 1.1, General Rules and Rules for Buildings, 2005. CIDECT, 1995. Design guide No. 5 for concrete filled hollow section columns under static and seismic loading, in: R. Bergmann, C. Matsui, C. Meinsama, D. Dutta, (Eds.), TUV-Verlag, Germany. GB 50936-2014, Technical Code for Concrete Filled Steel Tubular Structures, 2014, (in Chinese). GB 50017-201X. Code for design of steel structures (draft version), Chinese National Standard Management Group, 2012, (in Chinese). GBJ138-2012, Chinese Standards, Code for Design of Composite Structure, 2012, (in Chinese). Elchalakani, 2001, Concrete-filled circular steel tubes subjected to pure bending, J. Constr. Steel Res., 57, 1141, 10.1016/S0143-974X(01)00035-9 ABAQUS Standard User's Manual The Abaqus Software is a product of Dassault Systèmes Simulia Corp., Providence, RI, USA Dassault Systèmes, version 6.8, USA, 2008. Ye, 2016, Development of more efficient cold-formed steel channel sections in bending, Thin-Walled Struct., 101, 1, 10.1016/j.tws.2015.12.021 AS 4100, Steel Structures Code, Standards Australia, Sydney, Australia, 1998. Elchalakani, 2003, 553 Eurocode 3: Design of steel structures, (part 1–5): plated structural elements, European Committee for Standardization, Brussels, 2005. Elchalakani, 2002, Bending tests to determine slenderness limits for cold-formed circular hollow sections, J. Constr. Steel Res., 58, 1407, 10.1016/S0143-974X(01)00106-7 Bradford, 2002, Slenderness limits for filled circular steel tubes, J. Constr. Steel Res., 58, 243, 10.1016/S0143-974X(01)00043-8 A. Wheeler, R. Bridge, The behavior of circular concrete-filled thin-walled steel tubes in flexure, in: Proceedings of the Fifth International Conference on Composite Construction in Steel Concrete, Kruger National Park, Berg-En-Dal, Mpumalanga, South Africa, 2004. Yura, 1978, The bending resistance of steel beams, J. Struct. Div., 10, 1355, 10.1061/JSDEAG.0004982 Timoshenko, 1961, 541 Elchalakani, M. Elastic buckling of unstiffened thin-walled cylinders under pure bending. Thin-Walled Struct., vol. 80, pp. 120-129. Ding, 2014, Mechanical performance of stirrup-constrained concrete-filled steel tubular stub columns under axial loading, J. Constr. Steel Res., 98, 146, 10.1016/j.jcsr.2014.03.005 Ding, 2015, Mechanical performances of concrete-filled steel tubular stub columns with round ends under axial loading, Thin-Walled Struct., 97, 22 Ding, 2016, Comparative study of square stirrup-confined concrete- filled steel tubular stub columns under axial loading, Thin-Walled Struct., 98, 443, 10.1016/j.tws.2015.10.018 Ding, 2011, Unified calculation method and its application in determining the uniaxial mechanical properties of concrete, Front. Archit. Civ. Eng. China, 5, 381, 10.1007/s11709-011-0118-6 Ding, 2011, Elasto-plastic analysis of circular concrete-filled steel tube stub columns, J. Constr. Steel Res., 67, 1567, 10.1016/j.jcsr.2011.04.001 AS 1163, Structural Steel Hollow Sections, Standards Association of Australia, Sydney, Australia, 1991. AS 1391, Standards Association of Australia, Methods for Tensile Testing of Metals, Sydney, Australia, 1991. Carreira, 1985, Stress-strain relationship for plain concrete in compression, J. Am. Concr. Inst., 82, 797 Richart, 1928, 104 Hossain, 2003, Behaviour of thin walled composite columns under axial loading, Compos. Part B: Eng., 34, 715, 10.1016/S1359-8368(03)00100-8 J. Lubliner, O.S. Oliver, E. Oñate. A Plastic-Damage Model for Concrete, Int. J. Solids Struct., vol. 25, pp. 299–329. Lee, 1998, Plastic-damage model for cyclic loading of concrete structures, J. Eng. Mech., 124, 892, 10.1061/(ASCE)0733-9399(1998)124:8(892)