Study of web crippling in ferritic stainless steel cold formed sections

Thin-Walled Structures ◽

10.1016/j.tws.2013.03.015 ◽

2013 ◽

Vol 69 ◽

pp. 29-44 ◽

Author(s):

M. Bock ◽

I. Arrayago ◽

E. Real ◽

E. Mirambell

Keyword(s):

Stainless Steel ◽

Ferritic Stainless Steel ◽

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Web crippling of ferritic stainless steel tubular members strengthened with high modulus CFRP plate

Tubular Structures XIV ◽

10.1201/b13139-60 ◽

2012 ◽

pp. 415-421

Author(s):

S Islam ◽

B Young

Keyword(s):

Stainless Steel ◽

Ferritic Stainless Steel ◽

High Modulus ◽

Web Crippling ◽

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Web Crippling Behavior of Unlipped Cold-Formed Ferritic Stainless Steel Channels Subject to One-Flange Loadings

Journal of Structural Engineering ◽

10.1061/(asce)st.1943-541x.0002118 ◽

2018 ◽

Vol 144 (8) ◽

pp. 04018105 ◽

Author(s):

Amir M. Yousefi ◽

James B. P. Lim ◽

G. Charles Clifton

Keyword(s):

Stainless Steel ◽

Ferritic Stainless Steel ◽

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Web crippling design of cold-formed ferritic stainless steel unlipped channels with fastened flanges under end-two-flange loading condition

Journal of Constructional Steel Research ◽

10.1016/j.jcsr.2018.03.032 ◽

2019 ◽

Vol 152 ◽

pp. 12-28 ◽

Author(s):

Amir M. Yousefi ◽

James B.P. Lim ◽

G. Charles Clifton

Keyword(s):

Stainless Steel ◽

Ferritic Stainless Steel ◽

Loading Condition ◽

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Web crippling of cold-formed ferritic stainless steel square and rectangular hollow sections

Engineering Structures ◽

10.1016/j.engstruct.2018.08.076 ◽

2018 ◽

Vol 176 ◽

pp. 968-980 ◽

Author(s):

Hai-Ting Li ◽

Ben Young

Keyword(s):

Stainless Steel ◽

Ferritic Stainless Steel ◽

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Ferritic stainless steel tubular members strengthened with high modulus CFRP plate subjected to web crippling

Journal of Constructional Steel Research ◽

10.1016/j.jcsr.2012.04.010 ◽

2012 ◽

Vol 77 ◽

pp. 107-118 ◽

Author(s):

S.M. Zahurul Islam ◽

Ben Young

Keyword(s):

Stainless Steel ◽

Ferritic Stainless Steel ◽

High Modulus ◽

Web Crippling ◽

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Web crippling strength of perforated cold-formed ferritic stainless steel unlipped channels with restrained flanges under one-flange loadings

Thin-Walled Structures ◽

10.1016/j.tws.2019.01.002 ◽

2019 ◽

Vol 137 ◽

pp. 94-105 ◽

Author(s):

Amir M. Yousefi ◽

James B.P. Lim ◽

G. Charles Clifton

Keyword(s):

Stainless Steel ◽

Ferritic Stainless Steel ◽

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Cold-formed ferritic stainless steel unlipped channels with web perforations subject to web crippling under one-flange loadings

Construction and Building Materials ◽

10.1016/j.conbuildmat.2018.09.152 ◽

2018 ◽

Vol 191 ◽

pp. 713-725 ◽

Author(s):

Amir M. Yousefi ◽

James B.P. Lim ◽

G. Charles Clifton

Keyword(s):

Stainless Steel ◽

Ferritic Stainless Steel ◽

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Cold-formed ferritic stainless steel unlipped channels with web openings subjected to web crippling under interior-two-flange loading condition – Part I: Tests and finite element model validation

Thin-Walled Structures ◽

10.1016/j.tws.2017.03.026 ◽

2017 ◽

Vol 116 ◽

pp. 333-341 ◽

Author(s):

Amir M. Yousefi ◽

James B.P. Lim ◽

G. Charles Clifton

Keyword(s):

Finite Element ◽

Stainless Steel ◽

Finite Element Model ◽

Model Validation ◽

Ferritic Stainless Steel ◽

Loading Condition ◽

Element Model ◽

Web Openings ◽

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Unified design equations for web crippling failure of cold-formed ferritic stainless steel unlipped channel-sections with web holes

Journal of Building Engineering ◽

10.1016/j.jobe.2021.103685 ◽

2021 ◽

pp. 103685

Author(s):

Amir M. Yousefi ◽

Bijan Samali ◽

Iman Hajirasouliha ◽

Yang Yu ◽

G. Charles Cli fton

Keyword(s):

Stainless Steel ◽

Ferritic Stainless Steel ◽

Web Crippling ◽

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Cold-formed ferritic stainless steel unlipped channels with web openings subjected to web crippling under interior-two-flange loading condition – Part II: Parametric study and design equations

Thin-Walled Structures ◽

10.1016/j.tws.2017.03.025 ◽

2017 ◽

Vol 116 ◽

pp. 342-356 ◽

Author(s):

Amir M. Yousefi ◽

James B.P. Lim ◽

G. Charles Clifton

Keyword(s):

Stainless Steel ◽

Ferritic Stainless Steel ◽

Parametric Study ◽

Loading Condition ◽

Web Openings ◽

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