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 1/2019

02-07-2018

In-Plane Compression Behaviour of Steel Profile Sheets

Authors: R. S. Priyanga, Raghavan Ramalingam

Published in: International Journal of Steel Structures | Issue 1/2019

Log in

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

search-config
loading …

Abstract

This study explores the in-plane strength of steel profile sheets and their application as load-bearing panels. The sheets are tested for concentric compression and compression with nominal eccentricity to account for possible eccentricities in load transfer. The compressive strength results obtained from the tests indicate the ultimate strengths and the failure modes of steel profile sheets. The failure modes observed also conform to the expected failure modes in thin walled steel sections. The relevance and application of various design codes to steel profile sheets are compared with the test results. The codes considered include IS 801-1975, EN 1993-1-3-2006, and the direct strength method from AISI-S100-2007. The predictions from design standards appear to be conservative which may be due to the continuous stiffened elements in profile sheets. The current study is limited to sheets of a single type of profile and thickness.
previous article Catenary Equation-Based Approach for Force Finding of Cable Domes
next article Experimental Study and Numerical Analysis on the Progressive Collapse Resistance of SCMS

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. (2007). North American specification for the design of cold-formed steel structural members. American Iron and Steel Institute.
Anbarasu, M. (2016). Local-distortional buckling interaction on cold-formed steel lipped channel beams. Thin-Walled Structures, 98, 351–359.CrossRef
Cevik, A. (2007). A new formulation for web crippling strength of cold formed steel sheeting using genetic programming. Journal of Constructional Steel Research, 63, 867–883.CrossRef
Dong, J., Zhuge, Y., Mills, J. E., & Ma, X. (2016). Local buckling of profiled skin sheets resting on tensionless elastic foundations under in-plane shear loading. European Journal of Mechanics A/Solids, 58, 131–139.MathSciNetCrossRefMATH
EN 1993-1-3. (2006). Eurocode 3—Design of steel structures—Part 1-3: General rules—Supplementary rules for cold-formed members and sheeting. European Committee for standardization.
Haidarali, M. R., & Nethercot, D. A. (2012). Local and distortional buckling of cold-formed steel beams with both edge and intermediate stiffeners in their compression flanges. Thin-Walled Structures, 54, 106–112.CrossRef
IS:801-1975. (1975). Code of practice for use of cold-formed light gauge steel structural members in general building construction, Bureau of Indian Standards.
Koshy, M., & Arul Jayachandran, S. (2018). Experimental and safety evaluation of cold-formed steel standing—Seam metal roof panels. Practice Periodical on Structural Design and Construction, ASCE, 23(3), 04018011.CrossRef
Lucas, R. M., AlBermani, F. G. A., & Kitipornchai, S. (1997). Modelling of cold-formed purlin-sheeting systems. 1. Full model. Thin-Walled Structures, 27(3), 223–243.CrossRef
Ma, X., Butterworth, J. W., & Clifton, C. (2007). Compressive buckling analysis of plates in unilateral contact. International Journal of Solids and Structures, 44, 2852–2862.CrossRefMATH
Motamedi, M., & Ventura, C. E. (2016). Inelastic response of steel roof deck diaphragms with nailed and welded connections. Engineering Structures, 117, 10–25.CrossRef
Piekarczuk, A., & Malowany, K. (2016). Comparative analysis of numerical models of arch shaped steel sheet sections. Archives of Civil and Mechanical Engineering, 16, 645–658.CrossRef
Schafer, B.W. (2006). Designing cold-formed steel using the direct strength method. In: Proceedings of 18th international specialty conference on cold-formed steel structures, Orlando, pp. 475–489.
Smith, A. L., & Couchman, G. H. (2010). Strength and ductility of headed stud shear connectors in profiled steel sheeting. Journal of Constructional Steel Research, 66, 748–754.CrossRef
Uy, B., & Bradford, M. A. (1996). Elastic local buckling of steel plates in composite steel-concrete members. Engineering Structures, 18(3), 193–200.CrossRef
von Karman, T., Sechler, E. E., & Donnel, L. H. (1932). The strength of thin plates in compression. Transactions of the American Society of Mechanical Engineers, 54, 53–57.MATH
Xingyou, Y., Yanli, G., & Yuanqi, L. (2016). Effective width method for distortional buckling design of cold-formed lipped channel sections. Thin-Walled Structures, 109, 344–351.CrossRef
Xu, Y. L., & Reardon, G. F. (1993). Test of screw fastened profiled roofing sheets subject to simulated wind uplift. Engineering Structures, 15(6), 423–430.CrossRef
Young, B., & Hancock, G. J. (1998). Web crippling behaviour of cold-formed unlipped channels. In Proceedings of 14th international specialty conference on cold-formed steel structures, St. Loius, pp. 127–150.
Young, B., & Hancock, G. J. (2001). Design of cold-formed channels subjected to web crippling. Journal of Structural Engineering, ASCE, 127(10), 1137–1144.CrossRef
Yu, C. (2010). Shear resistance of cold-formed steel framed shear walls with 0.686 mm, 0.762 mm and 0.838 mm steel sheet sheathing. Engineering Structures, 32, 1522–1529.CrossRef
Metadata
Title
In-Plane Compression Behaviour of Steel Profile Sheets
Authors
R. S. Priyanga
Raghavan Ramalingam
Publication date
02-07-2018
Publisher
Korean Society of Steel Construction
Published in
International Journal of Steel Structures / Issue 1/2019
Print ISSN: 1598-2351
Electronic ISSN: 2093-6311
DOI
https://doi.org/10.1007/s13296-018-0116-9

Other articles of this Issue 1/2019

International Journal of Steel Structures 1/2019 Go to the issue

OriginalPaper

Dynamic Crushing Behaviors of Aluminum Foam Filled Energy Absorption Connectors

OriginalPaper

Tension Chord Model and Flexural Stiffness for Circular CFST in Bending

OriginalPaper

Pinching in Steel Rack Joints: Numerical Modelling and Effects on Structural Response

OriginalPaper

An Analytical Study on Structural Performance Evaluation of Coupled Steel Plate Shear Wall Systems

OriginalPaper

Probabilistic Seismic Assessment of SMFs with Drilled Flange Connections Subjected to Near-Field Ground Motions

OriginalPaper

Fatigue Reliability Analysis of Steel Welded Member Using Probabilistic Stress-Life Method

Premium Partners

    Image Credits