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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Cai, Yancheng / Young, Ben (2019): Web crippling of lean duplex stainless steel tubular sections under concentrated end bearing loads. In: Thin-Walled Structures, v. 134 (January 2019).

    https://doi.org/10.1016/j.tws.2018.08.006

  2. Lian, Ying / Uzzaman, Asraf / Lim, James B. P. / Abdelal, Gasser / Nash, David / Young, Ben (2017): Web crippling behaviour of cold-formed steel channel sections with web holes subjected to interior-one-flange loading condition-Part I: Experimental and numerical investigation. In: Thin-Walled Structures, v. 111 (February 2017).

    https://doi.org/10.1016/j.tws.2016.10.024

  3. Young, Ben / Hancock, Gregory J. (2004): Web crippling of cold-formed unlipped channels with flanges restrained. In: Thin-Walled Structures, v. 42, n. 6 (June 2004).

    https://doi.org/10.1016/j.tws.2003.12.001

  4. Zhan, Ke-Jiang / Li, Hai-Ting / Fan, Zhi-Hao / Young, Ben (2024): Web crippling tests of cold-formed stainless steel tubular sections at elevated temperatures. In: Engineering Structures, v. 304 (April 2024).

    https://doi.org/10.1016/j.engstruct.2024.117452

  5. Li, Hai-Ting / Zhou, Feng / Young, Ben (2023): Web Crippling Design of Cold-Formed Stainless Steel SHS and RHS. In: Journal of Structural Engineering (ASCE), v. 149, n. 11 (November 2023).

    https://doi.org/10.1061/jsendh.steng-12047

  6. Li, Hai-Ting / Li, Qiu-Yun / Real, Esther / Young, Ben (2023): Web crippling resistances of cold-formed stainless steel sections: A proposal for EN 1993-1-4. In: Journal of Constructional Steel Research, v. 210 (November 2023).

    https://doi.org/10.1016/j.jcsr.2023.108082

  7. He, Jun / Young, Ben (2022): Web crippling design of cold-formed steel built-up I-sections. In: Engineering Structures, v. 252 (February 2022).

    https://doi.org/10.1016/j.engstruct.2021.113731

  8. Cai, Yancheng / Young, Ben (2021): Web crippling design of lean duplex stainless steel tubular members under interior loading conditions. In: Engineering Structures, v. 238 (July 2021).

    https://doi.org/10.1016/j.engstruct.2021.112192

  9. Islam, S. M. Zahurul / Young, Ben (2012): Web crippling of aluminium tubular structural members strengthened by CFRP. In: Thin-Walled Structures, v. 59 (October 2012).

    https://doi.org/10.1016/j.tws.2012.05.002

  10. Yousefi, Amir M. / Lim, James B. P. / Uzzaman, Asraf / Lian, Ying / Clifton, G. Charles / Young, Ben (2016): Web crippling strength of cold-formed stainless steel lipped channel-sections with web openings subjected to interior-one-flange loading condition. In: Steel and Composite Structures, v. 21, n. 3 ( 2016).

    https://doi.org/10.12989/scs.2016.21.3.629

  11. Yousefi, Amir M. / Uzzaman, Asraf / Lim, James BP / Clifton, G. Charles / Young, Ben (2017): Web crippling strength of cold-formed stainless-steel lipped channels with web perforations under end-two-flange loading. In: Advances in Structural Engineering, v. 20, n. 12 (July 2017).

    https://doi.org/10.1177/1369433217695622

  12. Zhou, Feng / Young, Ben (2008): Web Crippling of Cold-Formed Stainless Steel Tubular Sections. In: Advances in Structural Engineering, v. 11, n. 6 (December 2008).

    https://doi.org/10.1260/136943308787543658

  13. Zhou, Feng / Young, Ben (2010): Web crippling of aluminium tubes with perforated webs. In: Engineering Structures, v. 32, n. 5 (May 2010).

    https://doi.org/10.1016/j.engstruct.2010.01.018

  14. Li, Hai-Ting / Young, Ben (2018): Web crippling of cold-formed ferritic stainless steel square and rectangular hollow sections. In: Engineering Structures, v. 176 (December 2018).

    https://doi.org/10.1016/j.engstruct.2018.08.076

  15. Zhou, Feng / Young, Ben (2006): Yield line mechanism analysis on web crippling of cold-formed stainless steel tubular sections under two-flange loading. In: Engineering Structures, v. 28, n. 6 (May 2006).

    https://doi.org/10.1016/j.engstruct.2005.10.021

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