Skip to main content
Disciplines
Automotive Business IT + Informatics Construction + Real Estate Electrical Engineering + Electronics Energy + Sustainability Insurance + Risk Finance + Banking Management + Leadership Marketing + Sales Mechanical Engineering + Materials
Events
DE
EN
Books
Journals
Topic Page
Marketing
Start single access now
Access for companies
EXTENDED SEARCH
Log in
Top
International Journal of Steel Structures
Published in: International Journal of Steel Structures 5/2018

01-06-2018

Numerical Parametric Analysis of the Ultimate Loading-Capacity of Channel Purlins with Screw-Fastened Sheeting

Authors: Yingying Zhang, Jigang Xue, Xiaoguang Song, Qilin Zhang

Published in: International Journal of Steel Structures | Issue 5/2018

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

This paper presents the numerical parametric analysis on the loading capacity of Channel purlins with screw-fastened sheeting, in which the effects of anti-sag bar and corrugated steel sheet on the ultimate capacity are studied. Results show that the setup of anti-sag bars can reduce the deformations and improve the ultimate capacity of C purlins. The traditional method of setting the anti-sag bars in the middle of the web is favorable. The changing of sheeting type, sheeting thickness and rib spacing has significant effects on the ultimate capacity of C purlins without anti-sag bars, compared with those with anti-sag bars. The proposed design formulas are relatively consistent with the calculations of EN 1993-1-3:2006, which is different from those of GB 50018-2002.
previous article Tension–Shear Experimental Analysis and Fracture Models Calibration on Q235 Steel

Dont have a licence yet? Then find out more about our products and how to get one now:

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!

inform now

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!

inform now
Literature
AISI S100-2007. North American specification for the design of cold-formed steel structural members, American Iron and Steel Institute. Washington, DC.
Chu, X. T., Li, L. Y., & Kettle, R. (2004). Lateral-torsion buckling analysis of partial-laterally restrained thin-walled channel-section beams. Journal of Constructional Steel Research, 60(8), 1159–1175.CrossRef
Chu, X. L., Richard, J., & Li, L. Y. (2005). Influence of lateral restraint on lateral-torsion buckling of cold-formed steel purlins. Thin Walled Structures, 43(5), 800–810.CrossRef
Chung, K. F., & St Quinton, D. (1996). Structural performance of modern roofs with thick over-purlin insulation—Experimental investigation. Journal of Constructional Steel Research, 40, 17–38.CrossRef
EN 1993-1-3:2006. General rules-Supplementary rules for cold-formed members and sheeting. London: British Standards Institution.
Gajdzicki, M., & Gocezk, J. (2015). Numerical determination of rotational restraint of cold-formed Z purlin according to EC3. International Journal of Steel Structures, 15(3), 633–645.CrossRef
GB 50018-2002. Technical codes of cold-formed thin-wall steel structures. Beijing: China Planning Press.
GB 50017-2003. Code for Design of steel structure. Beijing: China Planning Press.
Hancock, G. J. (1998). Design of cold-formed steel structures to the Australian/New Zealand Standard AS/NZS 4600: 1996, 3nd edn. Sydney: Australian Institute of Steel Construction.
Hancock, G. J., & Trahair, N. S. (1978). Lateral buckling of roof purlins with diaphragm restraints. In Proceedings in metal structures conference, institution of engineers, Perth, Australia (pp. 45–48).
Katnam, K. B., Van Impe, R., Lagae, G., et al. (2007). A theoretical numerical study of the rotational restraint in cold-formed steel single skin purlin-sheeting systems. Computers & Structures, 85(15–16), 1185–1193.CrossRef
Li, L. Y. (2004). Lateral-torsional buckling of cold-formed zed-purlins partial-laterally restrained by metal sheeting. Thin-Walled Structures, 42(7), 995–1011.CrossRef
Li, L., Liu, X. L., & Li, X. M. (2000). Theoretical and experimental research on diaphragm-braced C-purlins subjected to wind uplift. Steel Construction, 15(4), 18–20.MathSciNet
Li, Y. Q., Ma, R. K., Song, Y. Y., & Pan, S. Y. (2013). Experimental study on shear behavior of screw connections for cold-formed thin-walled steel structures. Journal of Tongji University, 41(1), 11–19.
Liu, Z. L., & Ye, J. H. (2010). Numerical simulation of self-tapping screw connections. Journal of Basic Science and Engineering, 18(1), 98–110.
Long, L. P., Wei, S., & Cui, J. (2004). Experimental investigation on shear behaviour of stressed skin diaphragms connected by self-tapping screws. Journal of Building Structures, 25(2), 39–43.
Lucas, R. M., Al-Bermani, F. G. A., & Kitipornchai, S. (1997). Modelling of cold-formed purlin-sheeting systems—Part 1: Full model. Thin-Walled Structures, 27(4), 263–286.CrossRef
Put, B. M., Pi, Y. L., & Trahair, N. S. (1999a). Lateral buckling tests on cold-formed channel beams. Journal of Structural Engineering, 125(5), 532–539.CrossRef
Put, B. M., Pi, Y. L., & Trahair, N. S. (1999b). Bending and torsion of cold-formed channel beams. Journal of Structural Engineering, 125(5), 540–546.CrossRef
Rousch, C. J., & Hancock, G. J. (1997). Comparison of tests of bridged and unbridged purlins with a non-linear analysis model. Journal of Constructional Steel Research, 41(2), 197–220.CrossRef
Schafer, B. W., & Pekoz, T. (1998). Laterally braced cold-formed steel flexural members with edge stiffened flanges. Journal of Structural Engineering, 125(2), 118–127.CrossRef
Schroter, R. C. (1985). Air pressure testing of sheet metal roofing. In Proceedings of the 1985 international symposium on roof technology, structures and techniques, Chicago, IL.
Tong, G. S., & Zhang, L. (2003). A general theory for the flexural-torsional buckling of thin-walled members I: Energy method. Advances in Structural Engineering, 6(4), 293–298.MathSciNetCrossRef
Tong, G. S., & Zhang, L. (2004). An analysis of current stability theories of thin-walled members. Advances in Structural Engineering, 6(4), 283–292.CrossRef
Trahair, N. S. (1993). Flexural-torsional buckling of structures. London: CRC Press.
Vieira, Jr., L. C. M., Malite, M., & Schafer, B. W. (2008). Numerical analysis of cold-formed steel purlin-sheeting systems. In Proceedings of fifth international conference on thin-walled structures, Brisbane, Australia.
Vrany, T. (2006). Effect of loading on the rotational restraint of cold-formed purlins. Thin-Walled Structures, 44, 1287–1292.CrossRef
Xu, Y. L., & Reardon, G. F. (1993). Test of screw fastened profiled roofing sheets subjected to simulated wind uplift. Engineering Structures, 15(6), 423–430.CrossRef
Zhang, L., & Tong, G. S. (2016). Lateral buckling of simply supported C- and Z-section purlins with top flange horizontally restrained. Thin-Walled Structures, 99, 155–167.CrossRef
Zhang, Y. C., & Wang, H. M. (2009). Experimental study on bending strength of cold-formed steel C-section members. Journal of Building Structures, 30(3), 53–61.
Zhang, X. L., & Zhang, Y. C. (2008). Shear tests of screw connections in crest-fixed profiled steel sheetings. China Civil Engineering Journal, 41(6), 33–39.
Zhu, Y. J., Zhang, Y. C., & Liu, X. L. (1999). Several factors affecting the static behavior of diaphragm-braced beams. Journal of Tianjin University, 32(2), 163–167.
Metadata
Title
Numerical Parametric Analysis of the Ultimate Loading-Capacity of Channel Purlins with Screw-Fastened Sheeting
Authors
Yingying Zhang
Jigang Xue
Xiaoguang Song
Qilin Zhang
Publication date
01-06-2018
Publisher
Korean Society of Steel Construction
Published in
International Journal of Steel Structures / Issue 5/2018
Print ISSN: 1598-2351
Electronic ISSN: 2093-6311
DOI
https://doi.org/10.1007/s13296-018-0080-4

Other articles of this Issue 5/2018

International Journal of Steel Structures 5/2018 Go to the issue

OriginalPaper

Sensitivity of Seismic Response and Fragility to Parameter Uncertainty of Single-Layer Reticulated Domes

OriginalPaper

Seismic Behavior Investigation on Blind Bolted CFST Frames with Precast SCWPs

OriginalPaper

Fatigue Resistance Improvement of Welded Joints by Bristle Roll-Brush Grinding

OriginalPaper

Blast Fragility and Sensitivity Analyses of Steel Moment Frames with Plan Irregularities

OriginalPaper

Simplified Estimation Method for Collective Uncertainty-Propagations of Hysteretic Energy Dissipating Device’s Properties

OriginalPaper

Experimental and Numerical Study on Complex Multi-planar Welded Tubular Joints in Umbrella-Type Space Trusses with Long Overhangs

Premium Partners

    Image Credits