Web crippling strength of cold-formed duplex stainless steel lipped channel-sections with web openings subjected to interior-one-flange loading condition

Amir M. Yousefi, James B.P. Lim, Asraf Uzzaman, Ying Lian, G. Charles Clifton, Ben Young

Research output: Contribution to conferencePaper

Abstract

Cold-formed stainless steel sections are becoming more widely used in the residential and commercial sectors due to their high corrosion resistance and high strength-to-weight ratio. However, their susceptibility to web crippling at points of concentrated loading is well-known to be an important design issue. In addition, web openings are also become popular, as they improve ease of installation of services. This paper presents the results of an investigation into the effect of web crippling on cold-formed duplex stainless steel lipped channel-sections, having such openings, under the interior-one-flange (IOF) loading condition. 742 non-linear elasto-plastic finite element analyses are undertaken, with web openings located either centred beneath the bearing plate or offset to bearing plate. The effect of the size of the web opening, length of bearing plate and location of the web opening is considered. Strength reduction factor equations are proposed, that can be used to take into account such openings in design.

Conference

Conference23rd International Specialty Conference on Cold-Formed Steel Structures
CountryUnited States
City Missouri
Period9/11/1610/11/16
Internet address

Fingerprint

Bearings (structural)
Stainless Steel
Flanges
Stainless steel
Corrosion resistance
Plastics

Keywords

  • cold-formed stainless steel
  • lipped channel-section
  • web crippling
  • finite element analysis
  • strength reduction factor
  • corrosion resistance
  • strength-to-weight ratio
  • loading conditions

Cite this

Yousefi, A. M., Lim, J. B. P., Uzzaman, A., Lian, Y., Clifton, G. C., & Young, B. (Accepted/In press). Web crippling strength of cold-formed duplex stainless steel lipped channel-sections with web openings subjected to interior-one-flange loading condition. 1-12. Paper presented at 23rd International Specialty Conference on Cold-Formed Steel Structures, Missouri, United States.
Yousefi, Amir M. ; Lim, James B.P. ; Uzzaman, Asraf ; Lian, Ying ; Clifton, G. Charles ; Young, Ben. / Web crippling strength of cold-formed duplex stainless steel lipped channel-sections with web openings subjected to interior-one-flange loading condition. Paper presented at 23rd International Specialty Conference on Cold-Formed Steel Structures, Missouri, United States.12 p.
@conference{3b2eab19d06044e88d0bfd7c0261946c,
title = "Web crippling strength of cold-formed duplex stainless steel lipped channel-sections with web openings subjected to interior-one-flange loading condition",
abstract = "Cold-formed stainless steel sections are becoming more widely used in the residential and commercial sectors due to their high corrosion resistance and high strength-to-weight ratio. However, their susceptibility to web crippling at points of concentrated loading is well-known to be an important design issue. In addition, web openings are also become popular, as they improve ease of installation of services. This paper presents the results of an investigation into the effect of web crippling on cold-formed duplex stainless steel lipped channel-sections, having such openings, under the interior-one-flange (IOF) loading condition. 742 non-linear elasto-plastic finite element analyses are undertaken, with web openings located either centred beneath the bearing plate or offset to bearing plate. The effect of the size of the web opening, length of bearing plate and location of the web opening is considered. Strength reduction factor equations are proposed, that can be used to take into account such openings in design.",
keywords = "cold-formed stainless steel, lipped channel-section, web crippling, finite element analysis, strength reduction factor, corrosion resistance, strength-to-weight ratio, loading conditions",
author = "Yousefi, {Amir M.} and Lim, {James B.P.} and Asraf Uzzaman and Ying Lian and Clifton, {G. Charles} and Ben Young",
year = "2016",
month = "7",
day = "25",
language = "English",
pages = "1--12",
note = "23rd International Specialty Conference on Cold-Formed Steel Structures ; Conference date: 09-11-2016 Through 10-11-2016",
url = "http://ccfssonline.org/international-specialty-conference/",

}

Yousefi, AM, Lim, JBP, Uzzaman, A, Lian, Y, Clifton, GC & Young, B 2016, 'Web crippling strength of cold-formed duplex stainless steel lipped channel-sections with web openings subjected to interior-one-flange loading condition' Paper presented at 23rd International Specialty Conference on Cold-Formed Steel Structures, Missouri, United States, 9/11/16 - 10/11/16, pp. 1-12.

Web crippling strength of cold-formed duplex stainless steel lipped channel-sections with web openings subjected to interior-one-flange loading condition. / Yousefi, Amir M.; Lim, James B.P.; Uzzaman, Asraf; Lian, Ying; Clifton, G. Charles; Young, Ben.

2016. 1-12 Paper presented at 23rd International Specialty Conference on Cold-Formed Steel Structures, Missouri, United States.

Research output: Contribution to conferencePaper

TY - CONF

T1 - Web crippling strength of cold-formed duplex stainless steel lipped channel-sections with web openings subjected to interior-one-flange loading condition

AU - Yousefi, Amir M.

AU - Lim, James B.P.

AU - Uzzaman, Asraf

AU - Lian, Ying

AU - Clifton, G. Charles

AU - Young, Ben

PY - 2016/7/25

Y1 - 2016/7/25

N2 - Cold-formed stainless steel sections are becoming more widely used in the residential and commercial sectors due to their high corrosion resistance and high strength-to-weight ratio. However, their susceptibility to web crippling at points of concentrated loading is well-known to be an important design issue. In addition, web openings are also become popular, as they improve ease of installation of services. This paper presents the results of an investigation into the effect of web crippling on cold-formed duplex stainless steel lipped channel-sections, having such openings, under the interior-one-flange (IOF) loading condition. 742 non-linear elasto-plastic finite element analyses are undertaken, with web openings located either centred beneath the bearing plate or offset to bearing plate. The effect of the size of the web opening, length of bearing plate and location of the web opening is considered. Strength reduction factor equations are proposed, that can be used to take into account such openings in design.

AB - Cold-formed stainless steel sections are becoming more widely used in the residential and commercial sectors due to their high corrosion resistance and high strength-to-weight ratio. However, their susceptibility to web crippling at points of concentrated loading is well-known to be an important design issue. In addition, web openings are also become popular, as they improve ease of installation of services. This paper presents the results of an investigation into the effect of web crippling on cold-formed duplex stainless steel lipped channel-sections, having such openings, under the interior-one-flange (IOF) loading condition. 742 non-linear elasto-plastic finite element analyses are undertaken, with web openings located either centred beneath the bearing plate or offset to bearing plate. The effect of the size of the web opening, length of bearing plate and location of the web opening is considered. Strength reduction factor equations are proposed, that can be used to take into account such openings in design.

KW - cold-formed stainless steel

KW - lipped channel-section

KW - web crippling

KW - finite element analysis

KW - strength reduction factor

KW - corrosion resistance

KW - strength-to-weight ratio

KW - loading conditions

UR - http://ccfssonline.org/international-specialty-conference/

UR - http://ccfssonline.org/conference-proceedings/

M3 - Paper

SP - 1

EP - 12

ER -

Yousefi AM, Lim JBP, Uzzaman A, Lian Y, Clifton GC, Young B. Web crippling strength of cold-formed duplex stainless steel lipped channel-sections with web openings subjected to interior-one-flange loading condition. 2016. Paper presented at 23rd International Specialty Conference on Cold-Formed Steel Structures, Missouri, United States.