The effect of stand-off distance on the failure of fully clamped circular mild steel plates subjected to blast loads

MLA

Jacob, N., et al. “The Effect of Stand-off Distance on the Failure of Fully Clamped Circular Mild Steel Plates Subjected to Blast Loads.” Engineering Structures, vol. 29, no. 10, Oct. 2007, pp. 2723–36. EBSCOhost, https://doi.org/10.1016/j.engstruct.2007.01.021.

APA

Jacob, N., Nurick, G. N., & Langdon, G. S. (2007). The effect of stand-off distance on the failure of fully clamped circular mild steel plates subjected to blast loads. Engineering Structures, 29(10), 2723–2736. https://doi.org/10.1016/j.engstruct.2007.01.021

Chicago

Jacob, N., G.N. Nurick, and G.S. Langdon. 2007. “The Effect of Stand-off Distance on the Failure of Fully Clamped Circular Mild Steel Plates Subjected to Blast Loads.” Engineering Structures 29 (10): 2723–36. doi:10.1016/j.engstruct.2007.01.021.