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Published: 01 June 2016
Fig. 22 Postyield (0.2% proof stress) work-hardening behavior from true-stress and true-strain curves for cold-water-quenched 7050, measured after postquench delays of between 5 and 480 min. In the legend, the number in parenthesis is the 0.2% proof stress, which demonstrates the change More
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Published: 01 October 2014
Fig. 27 Influence of vanadium contents on proof stress and Charpy impact energy. Source: Ref 45 More
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Published: 01 November 2010
Fig. 4 Variation in 0.2% proof stress across the thermomechanically affected zone (TMAZ) and heat-affected zone (HAZ) of three inertia-friction-welded nickel-base superalloys in the as-welded condition. The measurements were made on cross-weld samples using electron speckle pattern More
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Published: 01 November 2010
Fig. 20 Comparison between calculated and experimentally measured 0.2% proof stress in iron- and nickel-base solid-solution alloys. Source: Ref 118 More
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Published: 01 November 2010
Fig. 28 Calculated 0.2% proof stress for an 8620 steel during quenching at various cooling rates ranging from 0.01 to 100 °C/s. Source: Ref 134 More
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Published: 01 November 1995
Fig. 24 Proof testing at 650 MPa (94 ksi) truncates the Weibull strength distribution for hot-pressed silicon nitride and eliminates low-strength specimens. σ p , proof stress. After Ref 89 More
Series: ASM Handbook
Volume: 1
Publisher: ASM International
Published: 01 January 1990
DOI: 10.31399/asm.hb.v01.a0001018
EISBN: 978-1-62708-161-0
... protective metal coatings for ferrous metal fasteners; zinc, cadmium, and aluminum; are described as well. bolt steels clamping force corrosion protection fastener performance failure modes grade designations proof stress stud steels threaded fasteners wedge tensile test THREADED...
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Published: 01 June 2016
) Resulting 0.2% proof stress. Tensile properties measured 30 min after quenching. More
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Published: 01 June 2016
Fig. 17 Effect of polyalkylene glycol quenchant concentration on short-transverse 0.1 and 0.2% proof stress and tensile strength of 25 and 100 mm (1 and 4 in.) thick 7075 forgings. Solution heat treated 4 h at 460 °C (860 °F) and aged 12 h at 135 °C (275 °F). CWQ, cold water quench; BWQ More
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Published: 01 January 1996
Fig. 46 Rate of crack growth vs. Δ K for two microstructures in low-carbon steel (0.15–0.20% C, 0.60–0.90% Mn, 0.04% max P, 0.04% max S). Source: Ref 62 Property Heat treatment A (ferritic) Heat treatment B (martensitic) 0.2% proof stress, MPa (ksi) 293 (43) 452 (66 More
Book Chapter

Series: ASM Handbook
Volume: 1A
Publisher: ASM International
Published: 31 August 2017
DOI: 10.31399/asm.hb.v01a.a0006346
EISBN: 978-1-62708-179-5
..., 2.10Si, 0.60Mn 3.61C, 2.49Si, 0.05Mn 36.1C, 2.54Si, 0.05Mn 3.56C, 2.72Si, 0.05Mn Tensile strength, MPa (ksi) 317 (46) 110 (16) 336 (48.7) 438 (63.5) 0.2% proof stress, MPa (ksi) … … 257 (37.3) 285 (41.3) Elongation, % … … 6.7 25.3 Modulus of elasticity, GPA (10 6 psi) 108...
Series: ASM Handbook
Volume: 19
Publisher: ASM International
Published: 01 January 1996
DOI: 10.31399/asm.hb.v19.a0002381
EISBN: 978-1-62708-193-1
.... Fig. 5 Destructive inspection with proof test. (a) Crack growth. (b) Detection of cracks equal to or greater than proof size. (c) Lower proof load with cooling As an example, consider a component that is subjected to a proof stress, σ proof . Fracture will occur if a crack a proof...
Book Chapter

By Richard C. Rice
Series: ASM Handbook
Volume: 8
Publisher: ASM International
Published: 01 January 2000
DOI: 10.31399/asm.hb.v08.a0009219
EISBN: 978-1-62708-176-4
... Abstract This article reviews the planning of fatigue experiments, including the structure of a test plan, randomization, and nuisance variables. The statistical characterization of the S/N (stress/life) or e/N (strain/life) response of a single material tested under a single condition...
Book Chapter

By Doru M. Stefanescu
Series: ASM Handbook
Volume: 1
Publisher: ASM International
Published: 01 January 1990
DOI: 10.31399/asm.hb.v01.a0001004
EISBN: 978-1-62708-161-0
..., 0.05 Mn 3.56 C, 2.72 Si, 0.05 Mn Tensile strength, MPa (ksi) 317 (46) 110 (16) 336 (48.7) 438 (63.5) 0.2% proof stress, MPa (ksi) … … 257 (37.3) 285 (41.3) Elongation, % … … 6.7 25.3 Modulus of elasticity, GPA (10 6 psi) 108 (15.7) 96.9 (14.05) 158 (22.9) 176 (25.5...
Book Chapter

Book: Casting
Series: ASM Handbook
Volume: 15
Publisher: ASM International
Published: 01 December 2008
DOI: 10.31399/asm.hb.v15.a0005325
EISBN: 978-1-62708-187-0
... to a compression stress of approximately 200 MPa (30 ksi). Some compressive properties of 179 HB as-cast ferritic CG iron are compared with those of SG iron in Table 6 . It can be seen that the 0.1% proof stress in compression for CG iron is 76 MPa (11 ksi) higher than the 0.1% proof stress in tension, while...
Book Chapter

Series: ASM Desk Editions
Publisher: ASM International
Published: 01 December 1998
DOI: 10.31399/asm.hb.mhde2.a0003109
EISBN: 978-1-62708-199-3
...) 336 (48.7) 438 (63.5) 0.2% proof stress, MPa (ksi) … … 257 (37.3) 285 (41.3) Elongation, % … … 6.7 25.3 Modulus of elasticity, GPa (10 6 psi) 108 (15.7) 96.9 (14.05) 158 (22.9) 176 (25.5) Brinell hardness, HB 200 156 150 159 Charpy V-notched-bar impact toughness, J (ft...
Series: ASM Handbook
Volume: 22B
Publisher: ASM International
Published: 01 November 2010
DOI: 10.31399/asm.hb.v22b.a0005517
EISBN: 978-1-62708-197-9
...′ microstructure modeling Temperature- and strain-rate-dependent mechanical properties Proof stress, tensile stress, and hardness Stress-strain curves Creep and rupture life/strength Mushy zone properties It is further possible to self-consistently calculate properties such that modeling...
Series: ASM Handbook
Volume: 4E
Publisher: ASM International
Published: 01 June 2016
DOI: 10.31399/asm.hb.v04e.a0006252
EISBN: 978-1-62708-169-6
...). This difference in solution treatment temperature can be accounted for by calculating the residual stress divided by the change in temperature during quenching. This is illustrated in Fig. 4 , where the residual stress is shown to vary with the as-quenched 0.2% proof stress, measured after a postquench delay...
Book Chapter

By Eugene Shapiro
Series: ASM Handbook
Volume: 8
Publisher: ASM International
Published: 01 January 2000
DOI: 10.31399/asm.hb.v08.a0003268
EISBN: 978-1-62708-176-4
... is obtained by the measurements of load and deflection at stresses below the proportional limit. The bending proof strength is determined by increasing the load in steps and unloading until a specified permanent set is obtained. The four-point bend test consists of a simple beam resting on two supports...
Series: ASM Handbook
Volume: 8
Publisher: ASM International
Published: 01 January 2000
DOI: 10.31399/asm.hb.v08.a0003323
EISBN: 978-1-62708-176-4
... preparation to remove any decarburization. Tension Tests Fasteners and studs should be tested at full-size and to a minimum ultimate load in kilonewtons (kN) or stress in megapascals (MPa). Such testing includes proof-load tests (by length measurement, yield strength, or uniform hardness), axial...