Nonlinear analysis of concrete-filled steel SHS and RHS columns
作者： Ehab Ellobody , Ben Young
DOI: 10.1016/J.TWS.2006.07.005
关键词: Finite element method 、 Steel tube 、 Nonlinear system 、 Composite construction 、 Nonlinear finite element model 、 Parametric statistics 、 Engineering 、 Structural engineering 、 Cube 、 Axial symmetry
摘要: This paper presents an accurate nonlinear finite element model for the behaviour and design of axially loaded concrete-filled square hollow section (SHS) rectangular (RHS) steel tube columns. The material models confined concrete tubes were carefully modeled in analysis. column strengths load-axial shortening curves evaluated. results obtained from analysis verified against experimental results. An extensive parametric study was conducted to investigate effects different cross-section geometries on strength SHS RHS over a wide range cube ranged 30 110 MPa. overall depth tube-to-plate thickness ratio 10 40 covering compact sections. predicted compared with calculated using American, Australian European specifications. Based study, it is found that American Specifications Standards are conservative, while Code accurate, except columns having 40.
core.ac.uk
hku.hk
elsevier.com
sci-hub.se 参考文章(16)
R. Narayanan, K. F. Chung, Composite column design to Eurocode 4 : based on DD ENV 1994-1-1: 1994 Eurocode 4: design of composite steel and concrete structures: part 1.1: general rules and rules for buildings Steel Construction Institute. ,(1994)
Roger Paul Johnson, D. Anderson, Design of composite steel and concrete structures Thomas Telford. ,(1993)
Frank Erwin Richart, Rex Lenoi Brown, Anton Brandtzæg, A study of the failure of concrete under combined compressive stresses University of Illinois at Urbana Champaign, College of Engineering. Engineering Experiment Station.. ,(1928)
Georgios Giakoumelis, Dennis Lam, Axial capacity of circular concrete-filled tube columns Journal of Constructional Steel Research. ,vol. 60, pp. 1049- 1068 ,(2004) , 10.1016/J.JCSR.2003.10.001
J. B. Mander, M. J. N. Priestley, R. Park, Theoretical stress strain model for confined concrete Journal of Structural Engineering-asce. ,vol. 114, pp. 1804- 1826 ,(1988) , 10.1061/(ASCE)0733-9445(1988)114:8(1804)
Mohanad Mursi, Brian Uy, Strength of Concrete Filled Steel Box Columns Incorporating Interaction Buckling Journal of Structural Engineering. ,vol. 129, pp. 626- 639 ,(2003) , 10.1061/(ASCE)0733-9445(2003)129:5(626)
Stephen P. Schneider, Axially Loaded Concrete-Filled Steel Tubes Journal of Structural Engineering-asce. ,vol. 124, pp. 1125- 1138 ,(1998) , 10.1061/(ASCE)0733-9445(1998)124:10(1125)
Dennis Lam, Christopher A. Williams, Experimental study on concrete filled square hollow sections Steel and Composite Structures. ,vol. 4, pp. 95- 112 ,(2004) , 10.12989/SCS.2004.4.2.095
Dalin Liu, Wie-Min Gho, Jie Yuan, Ultimate capacity of high-strength rectangular concrete-filled steel hollow section stub columns Journal of Constructional Steel Research. ,vol. 59, pp. 1499- 1515 ,(2003) , 10.1016/S0143-974X(03)00106-8
Hsuan-Teh Hu, Chiung-Shiann Huang, Ming-Hsien Wu, Yih-Min Wu, Nonlinear Analysis of Axially Loaded Concrete-Filled Tube Columns with Confinement Effect Journal of Structural Engineering. ,vol. 129, pp. 1322- 1329 ,(2003) , 10.1061/(ASCE)0733-9445(2003)129:10(1322)