Fig. 4 Notch tensile strength of high-strength steel plotted against testing temperature for three strain rates (crosshead speeds, ε ˙ ). Source: Ref 15 More

Fig. 14.7 Fatigue crack growth in a high-strength steel part More

Fig. 14.24 Effects of grinding burns (untempered martensite) on high-strength steel. Source: Ref 12 More

Fig. 3.1 Location of first-generation advanced high-strength steel (AHSS) in the strength-ductility space. Source: Ref 3.2 More

Fig. 3.8 Stress-strain curves of various grades of high-strength steel (HSS) and SS301LN. Source: Ref 3.5 More

Fig. 4.1 Engineering stress-strain curves for three advanced high-strength steel (AHSS) types. FBDP, ferrite/bainite dual-phase; TRIP, transformation-induced plasticity; TWIP, twinning-induced plasticity. Source: Ref 4.3 More

Fig. 11.1 Advanced high-strength steel (AHSS) content in North American light vehicles from 2006–2012. Source: Ref 11.1 More

Fig. 17.1 Location of the third generation of advanced high-strength steel (AHSS) in the strength-ductility space. Source: Ref 17.1 More

Fig. 15 Fracture surface of a high-strength steel part that failed from stress corrosion, showing progression marks somewhat similar to those observed in fatigue fractures More

Fig. 11.15 (Part 1) Submerged-arc butt weld in high-strength steel (0.2%C-1.5%Mn) plate. Parent metal: 0.21C-0.20Si-1.50Mn-0.015S (wt%), CE = 0.46. Weld metal: 0.19C-0.30Si-1.62Mn-0.009S (wt%). Two-pass butt weld in plate (double-vee preparation). (a) Weld region. 3% nital 1×. (b) Weld More

Fig. 11.15 (Part 2) Submerged-arc butt weld in high-strength steel (0.2%C-1.5%Mn) plate. Parent metal: 0.21C-0.20Si-1.50Mn-0.015S (wt%), CE = 0.46. Weld metal: 0.19C-0.30Si-1.62Mn-0.009S (wt%). Two-pass butt weld in plate (double-vee preparation). (a) Weld region. 3% nital 1×. (b) Weld More

Fig. 10 Barnacles attached to the periphery of a high-strength steel rudder, which had originally been coated with an antifouling paint. During use, the paint around the edges had been removed by mechanical action, thus allowing the attachment of barnacles. Partial coverage More

Fig. 6 Barnacles attached to the periphery of a high-strength steel rudder, which had originally been coated with an antifouling paint. During use, the paint around the edges had been removed by mechanical action, thus allowing the attachment of barnacles. Partial coverage More

Fig. 7 Stress-corrosion crack in a high-strength steel part (4×). The fracture surface appears to have the characteristic beach mark pattern of a fatigue fracture. However, this was a stress-corrosion fracture in which the pattern was caused by differences in the rate of corrosion penetration More

Fig. 10 Fatigue crack growth in high-strength steel part. Source: Ref 2 More

Fig. 20 Stress-corrosion crack in a high-strength steel part. Fracture surface appears to have the characteristic beachmark pattern of a fatigue fracture. However, this was a stress-corrosion fracture in which the pattern was caused by differences in the rate of corrosion penetration. Final More

Fig. A.15 Flow stress of five advanced high strength steel (AHSS) sheet materials obtained by viscous pressure bulge test. Experimental strain range, bulge test, DP 980: 0.05 to 0.3; bare DP 780: 0.05 to 0.33; DP 780 T-Al type: 0.05 to 0.31; DP 780 Y-type U: 0.05 to 0.35; DP 780 Y-type V: 0.05 More

Fig. A10.1 Room-temperature ultimate tensile strengths for several high-strength steels. Source: Ref A10.1 More

Fig. 11.47 Fatigue of high-strength steel in primary and secondary alcohols. Source: Ref 11.53 More