Prediction of fracture behavior of steel beam-to-column connections with weld defect using the SINTAP

Engineering Structures - Tập 27 - Trang 760-768 - 2005
Binnur Gören Kiral1, Seçil Erim1
1Dokuz Eylul University, Department of Mechanical Engineering, 35100 Bornova, İzmir, Turkey

Tài liệu tham khảo

Toyoda M. Properties of steel structures damaged in Hanshin-Japan and Northridge-USA earthquakes. Seminar notes. Izmir (Turkey): Dokuz Eylul University; 2002 Azuma, 2000, Cyclic testing of beam-to-column connections with weld defects and assessment of safety of numerically modeled connections from brittle fracture, Engineering Structures, 22, 1596, 10.1016/S0141-0296(99)00115-7 Kuntiyawichai, 2003, Engineering assessment of cracked structures subjected to dynamic loads using fracture mechanics assessment, Engineering Fracture Mechanics, 70, 1991, 10.1016/S0013-7944(02)00257-6 Righiniotis, 2002, A simplified crack model for weld fracture in steel moment connections, Engineering Structures, 24, 1133, 10.1016/S0141-0296(02)00043-3 ASM Handbook. Properties and selection: Irons, steels, and high performance alloys. vol. 1; 1998 Chi W.M. Prediction of steel connection failure using computational fracture mechanics. Ph.D. thesis, Stanford University; 1999 American Welding Society. Background for Eurocode 3—Part 2—Annex 3.1. Florida; 2000 ASM Handbook. Failure analysis and prevention. vol. 11; 1998 Motarjemi, 2002, Fracture assessment of a clad steel using various SINTAP defect assessment procedure levels, Fatigue Fracture Engineering Material & Structure, 25, 929, 10.1046/j.1460-2695.2002.00546.x Rahman, 1998, Net-Section-Collapse analysis of circumferentially cracked cylinders—part i: Idealized cracks and closed-form solutions, Engineering Fracture Mechanics, 61, 191, 10.1016/S0013-7944(98)00060-5 Rahman, 1998, Net-Section-Collapse analysis of circumferentially cracked cylinders—part ii: Arbitrary-shaped cracks and generalized equations, Engineering Fracture Mechanics, 61, 213, 10.1016/S0013-7944(98)00061-7 Kim, 2003, Finite element based plastic limit loads for cylinders with part-through surface cracks under combined loading, International Journal of Pressure Vessels and Piping, 80, 527, 10.1016/S0308-0161(03)00106-6 Kim Y-J. Personal correnpondance via e-mail; March 20, 2003 Murakami, 1987 Ainsworth, 2002, An overview of the European flaw assessment procedure SINTAP and its validation, International Journal of Pressure Vessels and Piping, 77, 869, 10.1016/S0308-0161(01)00009-6 Kim, 2000, SINTAP defect assessment procedure for strength mis-match structures, Engineering Fracture Mechanics, 67, 529, 10.1016/S0013-7944(00)00072-2 Kim, 2001, Mis-match effect on plastic yield loads in idealised weldments ii. Heat affected zone cracks, Engineering Fracture Mechanics, 68, 529, 10.1016/S0013-7944(00)00093-X Koçak M., Motarjemi A.K. Structural integrity of advanced welded structures. In: IIW int. conf., on advanced processes and technologies in welding and allied processes. 2002 Cetin A.E. MATLAB 6.5. Istanbul: Alfa Press; 2003 Gubeljak, 2004, Application of the European SINTAP procedure to the failure analysis of a broken forklift, Engineering Failure Analysis, 11, 33, 10.1016/S1350-6307(03)00064-5 Fisher J., Dexter R.J., Kaufmann E.J. Fracture mechanics of welded structural steel connections. American Welding Society (AWS); 1997