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StructuresVolume 33, October 2021, Pages 77-89

Strength of extended stiffened end-plate bolted joints: Experimental and numerical analysis(Article)

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  • Facultyof Mechanical Engineering, University of Belgrade, Kraljice Marije 16, Belgrade, 11120, Serbia

Abstract

The analysis of behaviour of extended one-sided stiffened bolted end-plate moment connection is revisited here. On the basis of experimental tests, the behaviour of beam-to-column joint with and without stiffener is investigated. The stress distribution and deformation characteristics were determined and discussed with corresponding results of finite element analysis of joint behaviour. Furthermore, the extensive finite element simulations were carried out and the obtained results are discussed in this paper. The main analyzed parameters are the geometrical characteristics of the plates added to the beam-to-column joint. Their influence on joint resistance and stiffness is observed including the possibility of material cost optimization. Overall, the comparison of used approaches confirms their conjoint importance except for the postulation where the stiffener is assumed to behave as a strut in the joint. Also, there are some practical recommendations in design which can be used by engineers. © 2021 Institution of Structural Engineers

Author keywords

End-plate jointFEAMoment-rotationStiffenerStress

Funding details

Funding sponsor Funding number Acronym
Ministarstvo Prosvete, Nauke i Tehnološkog Razvoja200105,451-03-9/2021-14/200105MPNTR
  • 1

    This work is a result of the research supported by the Ministry of Education, Science and Technological Development of the Republic of Serbia by the Contract 451-03-9/2021-14/200105.

  • ISSN: 23520124
  • Source Type: Journal
  • Original language: English
  • DOI: 10.1016/j.istruc.2021.04.016
  • Document Type: Article
  • Publisher: Elsevier Ltd

  Gašić, V.; Facultyof Mechanical Engineering, University of Belgrade, Kraljice Marije 16, Belgrade, Serbia;
© Copyright 2023 Elsevier B.V., All rights reserved.

Cited by 10 documents

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Evolution characteristics and performance evaluation of extended end-plate joints with single and double side connections under cyclic loading
(2024) Heliyon
Nuñez, E. , Mata, R.
Strong column-weak beam relationship of 3D steel joints with tubular columns: Assessment, Validation and Design proposal
(2024) Journal of Building Engineering
View details of all 10 citations
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