Skip to main content

2024 | OriginalPaper | Buchkapitel

Numerical Modelling of Side-Plate Connection for Cold-Formed Steel Nested Tapered Box Beam Portal Frame

verfasst von : Bikram Paul, Krishanu Roy, Kushal Ghosh, Zhiyuan Fang, Sumana Maity, James B. P. Lim

Erschienen in: Recent Developments in Structural Engineering, Volume 1

Verlag: Springer Nature Singapore

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

The focus of this paper is to propose a design recommendation for side-plate thickness for apex joint. Nested box section has been used as main member (column and rafter) in the frame. The NTBB section is distinctive as it consists of two G-sections welded together along their edges. A notable feature of the NTBB is its potential for tapering, which leads to material savings. The paper presents a non-linear elastoplastic finite element (FE) model, along with an analysis of 112 distinct finite element models. In the subsequent parametric study, variations in side-plate thickness, pitch, and size were explored. Both gravitational loading (opening moments) and wind uplift (closing moments) were considered.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
1.
Zurück zum Zitat Shahmohammadi A, Lim JB, Clifton C, Hajsadeghi M (2022) Full-scale experimental tests on portal frames comprising novel cold-formed tapered box sections. J Struct Eng 148(9):04022133CrossRef Shahmohammadi A, Lim JB, Clifton C, Hajsadeghi M (2022) Full-scale experimental tests on portal frames comprising novel cold-formed tapered box sections. J Struct Eng 148(9):04022133CrossRef
2.
Zurück zum Zitat Paul B, Roy K, Lim JB, Fang Z, McCollum K, Bell D (2023) Moment-capacity of bolted side-plates for apex joint of nested tapered box beam portal frames. J Build Eng 107011 Paul B, Roy K, Lim JB, Fang Z, McCollum K, Bell D (2023) Moment-capacity of bolted side-plates for apex joint of nested tapered box beam portal frames. J Build Eng 107011
3.
Zurück zum Zitat New Zealand Steel, Glenbrook 2681, New Zealand. New Zealand Steel, Glenbrook 2681, New Zealand.
4.
Zurück zum Zitat Wilkinson T, Hancock GJ (1998) Tests of portal frames in cold-formed RHS. In: Tubular structures-international symposium, vol 8, pp 521–530. E & FN SPON. Wilkinson T, Hancock GJ (1998) Tests of portal frames in cold-formed RHS. In: Tubular structures-international symposium, vol 8, pp 521–530. E & FN SPON.
5.
Zurück zum Zitat Qin J, Tan P (2022) Design method of innovative box connections for modular steel constructions. J Build Eng 57:104820CrossRef Qin J, Tan P (2022) Design method of innovative box connections for modular steel constructions. J Build Eng 57:104820CrossRef
6.
Zurück zum Zitat Tekieh SMR, Zandi AP, Pashaei MH (2022) Numerical and experimental study of the BUEEP connection using an inner box. J Constr Steel Res 193:107264CrossRef Tekieh SMR, Zandi AP, Pashaei MH (2022) Numerical and experimental study of the BUEEP connection using an inner box. J Constr Steel Res 193:107264CrossRef
7.
Zurück zum Zitat Jůza J, Jandera M (2022) Stainless steel portal frame tests. ce/papers 5(4):500–505 Jůza J, Jandera M (2022) Stainless steel portal frame tests. ce/papers 5(4):500–505
8.
Zurück zum Zitat Lim JB, Nethercot DA (2003) Ultimate strength of bolted moment-connections between cold-formed steel members. Thin-walled Struct 41(11):1019–1039CrossRef Lim JB, Nethercot DA (2003) Ultimate strength of bolted moment-connections between cold-formed steel members. Thin-walled Struct 41(11):1019–1039CrossRef
9.
Zurück zum Zitat Öztürk F, Pul S (2015) Experimental and numerical study on a full-scale apex connection of cold-formed steel portal frames. Thin-Walled Struct 94:79–88CrossRef Öztürk F, Pul S (2015) Experimental and numerical study on a full-scale apex connection of cold-formed steel portal frames. Thin-Walled Struct 94:79–88CrossRef
10.
Zurück zum Zitat Blum HB, Rasmussen KJR (2019) Experimental and numerical study of connection effects in long-span cold-formed steel double channel portal frames. J Constr Steel Res 155:480–491CrossRef Blum HB, Rasmussen KJR (2019) Experimental and numerical study of connection effects in long-span cold-formed steel double channel portal frames. J Constr Steel Res 155:480–491CrossRef
11.
Zurück zum Zitat Rinchen R, Rasmussen KJ (2019) Behaviour and modelling of connections in cold-formed steel single C-section portal frames. Thin-Walled Struct 143:106233CrossRef Rinchen R, Rasmussen KJ (2019) Behaviour and modelling of connections in cold-formed steel single C-section portal frames. Thin-Walled Struct 143:106233CrossRef
12.
Zurück zum Zitat Blum HB, Li Z (2021) Sensitivity of design parameters on the stability of apex connections in cold-formed steel portal frames. In: Structural stability research council annual stability conference 2021, SSRC 2021, April 13–16 Blum HB, Li Z (2021) Sensitivity of design parameters on the stability of apex connections in cold-formed steel portal frames. In: Structural stability research council annual stability conference 2021, SSRC 2021, April 13–16
13.
Zurück zum Zitat Chen X, Boston M, Bell D, Mares J, Roy K, Lim JB (2023) Moment capacity of apex brackets of cold-formed steel portal frames. Thin-Walled Struct 185:110574CrossRef Chen X, Boston M, Bell D, Mares J, Roy K, Lim JB (2023) Moment capacity of apex brackets of cold-formed steel portal frames. Thin-Walled Struct 185:110574CrossRef
14.
Zurück zum Zitat Donovan Group Ltd., Takapuna, Auckland. Donovan Group Ltd., Takapuna, Auckland.
15.
Zurück zum Zitat Lim JB (2001) Joint effects in cold-formed steel portal frames (Doctoral dissertation, University of Nottingham) Lim JB (2001) Joint effects in cold-formed steel portal frames (Doctoral dissertation, University of Nottingham)
16.
Zurück zum Zitat ABAQUS Inc. (2014) ABAQUS/CAE user’s guide, v6.14, Pawtucket, USA ABAQUS Inc. (2014) ABAQUS/CAE user’s guide, v6.14, Pawtucket, USA
17.
Zurück zum Zitat Ye J, Quan G, Yun X, Guo X, Chen J (2022) An improved and robust finite element model for simulation of thin-walled steel bolted connections. Eng Struct 250:113368CrossRef Ye J, Quan G, Yun X, Guo X, Chen J (2022) An improved and robust finite element model for simulation of thin-walled steel bolted connections. Eng Struct 250:113368CrossRef
18.
Zurück zum Zitat Chen X, Blum HB, Roy K, Pouladi P, Uzzaman A, Lim JB (2021) Cold-formed steel portal frame moment-resisting joints: behaviour, capacity and design. J Constr Steel Res 183:106718CrossRef Chen X, Blum HB, Roy K, Pouladi P, Uzzaman A, Lim JB (2021) Cold-formed steel portal frame moment-resisting joints: behaviour, capacity and design. J Constr Steel Res 183:106718CrossRef
19.
Zurück zum Zitat Lukačević I, Ungureanu V, Valčić A, Ćurković I (2021) Numerical study on bending resistance of cold‐formed steel back‐to‐back built‐up elements. ce/papers 4(2–4):487–494 Lukačević I, Ungureanu V, Valčić A, Ćurković I (2021) Numerical study on bending resistance of cold‐formed steel back‐to‐back built‐up elements. ce/papers 4(2–4):487–494
Metadaten
Titel
Numerical Modelling of Side-Plate Connection for Cold-Formed Steel Nested Tapered Box Beam Portal Frame
verfasst von
Bikram Paul
Krishanu Roy
Kushal Ghosh
Zhiyuan Fang
Sumana Maity
James B. P. Lim
Copyright-Jahr
2024
Verlag
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-99-9625-4_55