Fracture in concrete-filled square hollow section to H-section joints under low-cycle loading
作者： Wanzhen Wang , Xudong Qian , Baozheng Yang
DOI: 10.1016/J.JCSR.2014.06.001
关键词:
摘要: Abstract This article presents a simple engineering procedure to assess the fracture failure in welded connection between concrete-filled square hollow section and an open flange H-section, so as enhance ductility of composite connection. predicates on elliptical envelope generalized yield model proposed verified previous studies. The experimental program compares performance BASE specimen without openings connected H-section two specimens (denoted B1 B2) with introduced near numerically computed index yielding for all agree physical mechanisms observed test. study demonstrates that improve effectively highly stiffened tube steel beam.
elsevier.com
sci-hub.se 参考文章(17)
S CHIEW, C DAI, Experimental Study of Steel I-Beam to CFT Column Connections Advances in Steel Structures (ICASS '99)#R##N#Proceedings of The Second International Conference on Advances in Steel Structures 15–17 December 1999, Hong Kong, China. pp. 291- 303 ,(1999) , 10.1016/B978-008043015-7/50035-X
T.L. Anderson, Fracture Mechanics : Fundamentals and Applications NASA STI/Recon Technical Report A. ,vol. 92, pp. 40200- ,(2017) , 10.1201/9781315370293
Wen-Da Wang, Lin-Hai Han, Brian Uy, Experimental behaviour of steel reduced beam section to concrete-filled circular hollow section column connections Journal of Constructional Steel Research. ,vol. 64, pp. 493- 504 ,(2008) , 10.1016/J.JCSR.2007.10.005
W. WANG, X. QIAN, R. SU, X. WANG, Tensile tests and analyses of notched specimens fabricated from high strength steels using a generalized yield model Fatigue & Fracture of Engineering Materials & Structures. ,vol. 33, pp. 310- 319 ,(2010) , 10.1111/J.1460-2695.2010.01443.X
J. Beutel, D. Thambiratnam, N. Perera, Cyclic behaviour of concrete filled steel tubular column to steel beam connections Engineering Structures. ,vol. 24, pp. 29- 38 ,(2002) , 10.1016/S0141-0296(01)00083-9
Lin-Hai Han, Wei Li, Seismic performance of CFST column to steel beam joint with RC slab: Experiments Journal of Constructional Steel Research. ,vol. 66, pp. 1374- 1386 ,(2010) , 10.1016/J.JCSR.2010.05.003
Silvana De Nardin, Ana Lucia H.C. El Debs, An experimental study of connections between I-beams and concrete filled steel tubular columns Steel and Composite Structures. ,vol. 4, pp. 303- 315 ,(2004) , 10.12989/SCS.2004.4.4.303
T. D. RIGHINIOTIS, STIFFNESS AND FRACTURE CHARACTERISTICS OF THE NORTHRIDGE STEEL MOMENT RESISTING CONNECTIONS Journal of Earthquake Engineering. ,vol. 8, pp. 567- 584 ,(2004) , 10.1080/13632460409350501
Roberto T. Leon, Jerome F. Hajjar, Michael A. Gustafson, Seismic Response of Composite Moment-Resisting Connections. I: Performance Journal of Structural Engineering-asce. ,vol. 124, pp. 868- 876 ,(1998) , 10.1061/(ASCE)0733-9445(1998)124:8(868)
R P OJDROVIC, M S ZARGHAMEE, , Fracture of steel moment connections in the Northridge earthquake Proceedings of the Institution of Civil Engineers. Structures and buildings. ,vol. 122, pp. 209- 217 ,(1997) , 10.1680/ISTBU.1997.29310