1. Abu-Sena, A. B. B., Abdelfattah, F. A., Soliman, M. S., & Saleh, M. S. R. (2020). An experimentally verified new approach for web crippling design of cold-formed steel Z-Sections. Journal of Constructional Steel Research, 164, 105813.
2. Beshara, B., & Schuster, R. (2000). Web crippling data and calibrations of cold-formed steel members. Final Report, University of Waterloo, Waterloo, Canada
3. Beshara, B., & Schuster, R. (2000). Web crippling of cold formed steel C-and Z-sections. In Proceedings, 15th international specialty conferences on cold-formed steel structing (pp. 23–42).
4. Bhakta, B. H., LaBoube, R. A., & Yu, W. W. (1992). The effect of flange restraint on web crippling strength. Final report, Civil Engineering Study 92-1, University of Missouri-Rolla, Rolla, Missouri, U.S.A.
5. Bock, M., Mirada, F., & Real, E. (2015). Statistical evaluation of a new resistance model for cold-formed stainless steel cross-sections subjected to web crippling. International Journal of Steel Structures, 15(1), 227–244.