Influence of joint rigidity on the elastic buckling load on sway and non-sway steel frames

Abd-Nacer Touati Ihaddoudene, Messaoud Saidani, Jean-Pierre Jaspart

Research output: Chapter in Book/Report/Conference proceedingConference proceeding

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Abstract

Much work has been conducted in the past on the influence of the rigidity of structural joints on the behavior of steel frames. Buckling of a column is fundamental to the design of load bearing structures mainly when the analysis of such frames takes into account the effect of the connection flexibility.
The present work deals with such an effect on the elastic buckling load of plane steel frames. The proposed model consists in the development of comprehensive approach taking into account, the effects of the joint rigidity, the elastic buckling load for both sway and non-sway frames. Only one element is required over the length of the element to model stability, which let to solve practical problems with little computational effort. Some practical formulas for determining critical load for plane steel frames are then presented. The elastic buckling load is found to be strongly affected by semi-rigid joints and reveals that the proposed model is computationally very efficient with the expressions presented being general.
Original languageEnglish
Title of host publicationInfluence of joint rigidity on the elastic buckling load on sway and non-sway steel frames
PublisherUniversitat Politècnica de València
Pages565-571
Number of pages7
DOIs
Publication statusPublished - 27 Jun 2018
Event12th International Conference on Advances in Steel - Concrete Composite Structures - Universitat Politècnica de València, Valencia, Spain
Duration: 27 Jun 201829 Jun 2018
Conference number: 12
http://asccs2018.webs.upv.es/

Conference

Conference12th International Conference on Advances in Steel - Concrete Composite Structures
Abbreviated titleASCCS 2018
CountrySpain
CityValencia
Period27/06/1829/06/18
Internet address

Fingerprint

Rigidity
Buckling
Loads (forces)
Steel
Bearings (structural)

Keywords

  • Steel
  • Connections
  • Flexibility
  • frames
  • elastic buckling

Cite this

Ihaddoudene, A-N. T., Saidani, M., & Jaspart, J-P. (2018). Influence of joint rigidity on the elastic buckling load on sway and non-sway steel frames. In Influence of joint rigidity on the elastic buckling load on sway and non-sway steel frames (pp. 565-571). Universitat Politècnica de València. https://doi.org/10.4995/ASCCS2018.2018.7085

Influence of joint rigidity on the elastic buckling load on sway and non-sway steel frames. / Ihaddoudene, Abd-Nacer Touati; Saidani, Messaoud; Jaspart, Jean-Pierre.

Influence of joint rigidity on the elastic buckling load on sway and non-sway steel frames . Universitat Politècnica de València, 2018. p. 565-571.

Research output: Chapter in Book/Report/Conference proceedingConference proceeding

Ihaddoudene, A-NT, Saidani, M & Jaspart, J-P 2018, Influence of joint rigidity on the elastic buckling load on sway and non-sway steel frames. in Influence of joint rigidity on the elastic buckling load on sway and non-sway steel frames . Universitat Politècnica de València, pp. 565-571, 12th International Conference on Advances in Steel - Concrete Composite Structures, Valencia, Spain, 27/06/18. https://doi.org/10.4995/ASCCS2018.2018.7085
Ihaddoudene A-NT, Saidani M, Jaspart J-P. Influence of joint rigidity on the elastic buckling load on sway and non-sway steel frames. In Influence of joint rigidity on the elastic buckling load on sway and non-sway steel frames . Universitat Politècnica de València. 2018. p. 565-571 https://doi.org/10.4995/ASCCS2018.2018.7085
Ihaddoudene, Abd-Nacer Touati ; Saidani, Messaoud ; Jaspart, Jean-Pierre. / Influence of joint rigidity on the elastic buckling load on sway and non-sway steel frames. Influence of joint rigidity on the elastic buckling load on sway and non-sway steel frames . Universitat Politècnica de València, 2018. pp. 565-571
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AB - Much work has been conducted in the past on the influence of the rigidity of structural joints on the behavior of steel frames. Buckling of a column is fundamental to the design of load bearing structures mainly when the analysis of such frames takes into account the effect of the connection flexibility.The present work deals with such an effect on the elastic buckling load of plane steel frames. The proposed model consists in the development of comprehensive approach taking into account, the effects of the joint rigidity, the elastic buckling load for both sway and non-sway frames. Only one element is required over the length of the element to model stability, which let to solve practical problems with little computational effort. Some practical formulas for determining critical load for plane steel frames are then presented. The elastic buckling load is found to be strongly affected by semi-rigid joints and reveals that the proposed model is computationally very efficient with the expressions presented being general.

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