Steel and Composite Structures

  • 제9권2호
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  • Pages.173-189
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  • 2009
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Investigations on the bearing strength of stainless steel bolted plates under in-plane tension

  • Kiymaz, G. (Department of Civil Engineering, Faculty of Engineering and Architecture, Istanbul Kultur University, Atakoy Campus)
  • 투고 : 2008.09.24
  • 심사 : 2009.01.29
  • 발행 : 2009.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents a study on the behavior and design of bolted stainless steel plates under in-plane tension. Using an experimentally validated finite element (FE) program strength of stainless steel bolted plates under tension is examined with an emphasis on plate bearing mode of failure. A numerical parametric study was carried out which includes examining the behavior of stainless steel plate models with various proportions, bolt locations and in two different material grades. The models were designed to fail particularly in bolt tear-out and material piling-up modes. In the numerical simulation of the models, non-linear stress-strain material behavior of stainless steel was considered by using expressions which represent the full range of strains up to the ultimate tensile strain. Using the results of the parametric study, the effect of variations in bolt positions, such as end and edge distance and bolt pitch distance on bearing resistance of stainless steel bolted plates under in-plane tension has been investigated. Finally, the results obtained are critically examined using design estimations of the currently available international design guidance.

키워드

참고문헌

  1. ABAQUS (2007), Standard User's Manual, ABAQUS CAE Manual, Version 6.7-1.
  2. Aceti, R., Ballio, G., Capsoni, A. and Corradi, L. (2004), "A limit analysis study to interpret the ultimate behavior of bolted joints", J. Constr. Steel Res., 60(9), 1333-1351. https://doi.org/10.1016/j.jcsr.2003.12.003
  3. American Institute of Steel Construction (AISC) (2005), Specification for structural steel buildings, Chicago.
  4. Errera, S.J., Popowich, D.W. and Winter, G. (1974), "Bolted and welded stainless steel connections", Proc., ASCE, J. Struct. Div., 100(ST6),1279-1296.
  5. Euro Inox (2006), Third Edition Design Manual for Structural Stainless Steel, European Stainless Steel Development and Information Group.
  6. Freitas, S.T., Vries, P. and Bijlaard, F.S.K. (2005), "Experimental research on single bolt connections for high strength steel S690", V Congresso de Construcao Metalica e Mista 24-25 Nov. 2005, Lisbon.
  7. Owens, G. W. and Cheal, B.D. (1989), Structural Steelwork Connections, Butterworth & Co. (Publishers) Ltd.
  8. Puthli, R. and Fleischer, O. (2001), "Investigations on bolted connections for high strength steel members", J. Constr. Steel Res., 57, 313-326. https://doi.org/10.1016/S0143-974X(00)00017-1
  9. Ramberg, W. and Osgood, W. R. (1943), Description of stress-strain curves by three parameters, Technical Note No. 902, National Advisory Committee for Aeronautics, Washington DC.
  10. Rasmussen, K. J. R. (2003), "Full range stress-strain curves for stainless steel alloys", J. Constr. Steel Res., 59(1), 47-61. https://doi.org/10.1016/S0143-974X(02)00018-4
  11. Rex, C.O. and Easterling, W.S. (2003), "Behavior and modeling of a bolt bearing on a single plate", J. Struct. Eng., 129(6), 792-800. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:6(792)
  12. SCI-RT157 (1990), Technical Report 21: Interim Results from Test Programme on Connections, The Steel Construction Institute.
  13. SEI / ASCE (2002), 8-02. Specification for the design of cold-formed stainless steel structural members, American Society of Civil Engineers.

피인용 문헌

  1. Experimental and theoretical behaviour analysis of steel suspension members subjected to tension and bending vol.13, pp.4, 2012, https://doi.org/10.12989/scs.2012.13.4.343
  2. Bearing failure in stainless steel bolted connections vol.33, pp.2, 2011, https://doi.org/10.1016/j.engstruct.2010.11.013
  3. Numerical study of stainless steel gusset plate connections vol.49, 2013, https://doi.org/10.1016/j.engstruct.2012.11.032
  4. Finite Element Single-Bolt Shear Connection Shear-Out Fracture Failure Analysis vol.18, pp.3, 2018, https://doi.org/10.1007/s11668-018-0457-x
  5. Appropriate Simulation Technique for Complete Single-Bolt Shear Connection Shear-Out Tensile Properties and Fracture Behavior Predictions vol.19, pp.3, 2009, https://doi.org/10.1007/s11668-019-00645-7
  6. Tensile behavior of stainless steel S30408 at the Arctic low temperature vol.40, pp.5, 2009, https://doi.org/10.12989/scs.2021.40.5.633