Link to Index Page

Dr. Amir M. Yousefi

Department of Civil and Environmental Engineering
University of Auckland, New Zealand

Selected Publications:
Amir M Yousefi, James BP Lim, Asraf Uzzaman, Ying Lian, G Charles Clifton, Ben Young, “Web crippling strength of cold-formed stainless steel lipped channel-sections with web openings subjected to interior-one-flange loading condition”, Steel and Composite Structures, 21 (3). pp. 629-659, 2016
Amir M. Yousefi, Asraf Uzzaman, James B.P. Lim, G. Charles Clifton and Ben Young, “Numerical investigation of web crippling strength in cold-formed stainless steel lipped channels with web openings subjected to interior-two-flange loading condition”, Steel and Composite Structures, Vol. 23, No. 4, pp 363-383, February 2017
Amir M. Yousefi, James B.P. Lim and G. Charles Clifton, “Cold-formed ferritic stainless steel unlipped channels with web openings subjected to web crippling under interior-two-flange loading condition – Part 1: Tests and finite element model validation”, Thin-Walled Structures, Vol. 116, pp 333-341, July 2017
Amir M. Yousefi, James B.P. Lim and G. Charles Clifton, “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, Vol. 116, pp 342-356, July 2017
Amir M. Yousefi, James B.P. Lim and G. Charles Clifton, “Web bearing capacity of unlipped cold-formed ferritic stainless steel channels with perforated web subject to end-two-flange (ETF) loading”, Engineering Structures, Vol. 152, pp 804-818, December 2017
Amir M. Yousefi, James B.P. Lim and G. Charles Clifton, “Web crippling behavior of unlipped cold-formed ferritic stainless steel channels subject to one-flange loadings”, ASCE Journal of Structural Engineering, Vol. 144, No. 8, August 2018
Amir M. Yousefi, Asraf Uzzaman, James B.P. Lim, G. Charles Clifton and Ben Young, (2017) Web crippling strength of cold-formed stainless steel lipped channels with web perforations under end-two-flange loading. Advances in Structural Engineering. pp. 1-46. ISSN 2048- 4011 (In Press)

Page 201 / 250