Numerical Analysis of Prying Action for an Effective Response of Isolated Bolted Steel Connections


(*) Corresponding author


Authors' affiliations


DOI's assignment:
the author of the article can submit here a request for assignment of a DOI number to this resource!
Cost of the service: euros 10,00 (for a DOI)

Abstract


The knowledge of the prying action is no doubt essential to the understanding of the response of the idealised bolted steel connections or a tension region in beam to column steel connections. This paper presents part of the numerical results of a study devoted to the analysis of the amplitudes and the location of the normal pressure distribution to quantify the effective line of action of the prying force in idealised bolted steel connections. The elastoplastic response, up to the ultimate state, was analysed and aspects relative to prying forces, stiffness, strength and bolt loads were reviewed and a thorough study was made to provide some useful and relevant information in order to improve the state of the current knowledge.
Copyright © 2016 Praise Worthy Prize - All rights reserved.

Keywords


Isolated; Bolted; Steel; Connections; Contact Region; Amplitude; Location; Pressure; End Distance; Prying Force; Stiffness; Strength; Bolt Force

Full Text:

PDF


References


Eurocode-3., “Design of Steel Structures. Part1. General Rules and Rules For Buildings”. CEN, Brussels, 1992.
http://dx.doi.org/10.3403/03221508

Jaspart, J. P And Bursi, O, S., Benchmarks “For Finite Element Modelling Of Bolted Steel Connections.” Journal of Construction Steel Research, Volume 43, No. 1, 1997.
http://dx.doi.org/10.1016/s0143-974x(97)00031-x

Zoetemeijer, P., “A Design Method For The Tension Side Of Statically Loaded Bolted Beam To Column Connections”. Heron, Volume 20, 1974.
http://dx.doi.org/10.1007/978-3-642-36691-8_55

Douty, R. T. And McGUIRE, W., “High Strength Bolted Moment Connections”. Journal of The Structural Division, ASCE, Volume 91, ST2, April 1965.
http://dx.doi.org/10.1016/b978-008043875-7/50208-2

Schutz, F. W., “Strength Of Moment Connections Using High Tensile Strength Bolts”. American Institute of Steel Construction, National Engineering Conference Proceedings, April 1959.
http://dx.doi.org/10.1002/stco.201510021

Sherbourne, A. N., “Bolted Beam To Column Connections”, The Structural Engineer, Volume 39, June 1961.
http://dx.doi.org/10.1016/0045-7949(87)90024-1

Packer, J. A. And Morris, L. J., “A Limite State Design Method For The Tension Region Of Bolted Beam Column Connections”, The Structural Engineer, Volume 55, October 1977.
http://dx.doi.org/10.1007/978-3-642-36691-8_55

Aggarwal, A. K., “Comparative Tests On Endplte Beam To Columns”, Jornal Of Constructional Steel Research, Volume 30, December 1994.
http://dx.doi.org/10.1016/0143-974x(94)90048-5

Gebbeken, N. and Wanzek, T., “On The Numerical Analysis Of Endplate Connections”, Journal Of Constructional Steel Research , Volume 30, July 1994.
http://dx.doi.org/10.1016/0143-974x(94)90049-3

Gebbeken, N. and Wanzek, T., “Numerical Aspects For The Simulation Of Endplate Connections”, Proceeding Of The International Conference On Control Of The Semirigid Behaviour Of Civil Engineering Structural Connections, Liège 1998.
http://dx.doi.org/10.4203/ccp.81.157

Sherbourne, A. N. And Bahaari, M. R., “3D Simulations Of Bolted Connections, American Society Of Civil” Engineering, Journal Of Structural Engineering, Volume 120, April 1994.
http://dx.doi.org/10.1061/(asce)0733-9445(1994)120:11(3122)

Sherbourne, A. N. And Bahaari, M. R., “3D Simulations Of Endplate Bolted Connections To Unstiffened I-Columns- and T-Stub Connections, American Society Of Civil Engineering”, Journal Of Structural Engineering, Volume 40, July 1996.
http://dx.doi.org/10.1016/s0143-974x(96)00049-1


Refbacks

  • There are currently no refbacks.


Please send any question about this web site to info@praiseworthyprize.com
Copyright © 2005-2024 Praise Worthy Prize