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ELASTICPLASTIC ANALYSIS OF THIN STRIPS WITH
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16 gage 20 gage annealed X steels arc length ASTM average CD CD CM CM CM CM rH cold-formed complete plastification corner specimens designated as Type ductility parameters elastic stress concentration elongation capability elongation equation experimental extreme tension fiber fillet weld connections finite element fully annealed gage X steel H cd H rH high ductility steels ii)+(iii inch G.L. inch gage length indicated low ductility steels material neck notched plates observed obtained percent elongation perforated plates plane stress plastic deformations predicted press-braked corners reduction in area rH CM rH H rH rH rH shear strength shown in Fig Single Bolted Connection standard tension coupon strain distribution strain gages strain hardening stress-strain curve Table tensile strength tensile stress tension coupon test tension failure tension members tension tests thickness tion transverse fillet weld transverse tearing ultimate load uniform ductility values weld specimens yield strength