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offset yield strength
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in Aluminum Alloy Design for Additive Manufacturing
> Additive Manufacturing Design and Applications
Published: 30 June 2023
Fig. 10 0.2% offset yield strength versus temperature for three build directions and two heat treatment conditions
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Published: 01 January 2000
Fig. 11 Stress-strain diagram for determination of yield strength by the offset method. o - m is the specified offset. To determine offset yield strength, draw line m - n parallel to the line o - A . From the intersection point r , draw a horizontal line to determine the offset yield
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Published: 01 June 2016
Fig. 6 C-curves for 99.5% maximum yield strength (0.2% offset) of 7175-T73, 7050-T76, and 7075-T73. Source: Ref 8
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in Dispersion-Strengthened Nickel-Base and Iron-Base Alloys
> Properties and Selection: Nonferrous Alloys and Special-Purpose Materials
Published: 01 January 1990
Fig. 5(b) Effect of temperature on the yield strength (0.2% offset) of selected MA ODS alloys. Data is for longitudinal direction.
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Published: 01 January 2000
Fig. 9 Method of determining yield strength by the offset method (adaptation of Fig. 21 in ASTM E 8)
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in 7075 and Alclad 7075: High-Strength Structural Alloy
> Properties and Selection of Aluminum Alloys
Published: 15 June 2019
Fig. 1 C-curves for 99.5% maximum yield strength (0.2% offset) of alloys 7175-T73, 7050-T76, and 7075-T73. Source: Ref 2
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in Wrought and P/M Superalloys
> Properties and Selection: Irons, Steels, and High-Performance Alloys
Published: 01 January 1990
Fig. 10 Yield strength at 0.2% offset of five candidate compressor blade alloys compared with that of 12Cr-0.6Mo steel. Source: Ref 14
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Published: 30 September 2015
Fig. 9 Longitudinal room temperature tensile yield strength at 0.2% plastic offset of HATS as depending on hardness. Circles, conventional HATS; triangles, PM HATS
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Published: 30 September 2015
Fig. 10 Room temperature compressive yield strength at 0.2% plastic offset of HATS as depending on hardness
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Published: 30 September 2015
Fig. 11 Compressive yield strength at 0.2% plastic offset for a PM HIP cold working and a PM HIP high speed steel at 62 HRC. Circles, cold working steel; squares, HSS
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Series: ASM Handbook
Volume: 8
Publisher: ASM International
Published: 01 January 2000
DOI: 10.31399/asm.hb.v08.a0003264
EISBN: 978-1-62708-176-4
..., which includes offset yield strength, extension-under-load yield strength, and upper yield strength. The article concludes with a description of the general procedures for conducting the tension test based on ASTM standards and the variability of tensile properties. ductility elongation...
Abstract
THE TENSION TEST is one of the most commonly used tests for evaluating materials. The material characteristics obtained from tension tests are used for quality control in production, for ranking performance of structural materials, for evaluation of alloys, and for dealing with the static-strength requirements of design. This article describes the stress-strain behavior during a tension test and provides the definition of terms such as stress, force, strain, and elongation. It explains the tensile properties obtained from the test results: the tensile strength and yield strength, which includes offset yield strength, extension-under-load yield strength, and upper yield strength. The article concludes with a description of the general procedures for conducting the tension test based on ASTM standards and the variability of tensile properties.
Series: ASM Handbook
Volume: 1
Publisher: ASM International
Published: 01 January 1990
DOI: 10.31399/asm.hb.v01.a0001026
EISBN: 978-1-62708-161-0
... steels exhibit continuous yielding behavior, a low 0.2% offset yield strength, and a higher total elongation than other HSLA steels of similar strength. The article discusses some of the more pertinent aspects of dual-phase steels, such as heat treatment, microstructure, mechanical properties, chemical...
Abstract
Dual-phase steels are a new class of high-strength low alloy (HSLA) steels characterized by a microstructure consisting of about 20% hard martensite particles dispersed in a soft ductile ferrite matrix. In addition to high tensile strength, in the range of 550 MPa (80 ksi), dual-phase steels exhibit continuous yielding behavior, a low 0.2% offset yield strength, and a higher total elongation than other HSLA steels of similar strength. The article discusses some of the more pertinent aspects of dual-phase steels, such as heat treatment, microstructure, mechanical properties, chemical composition, and manufacturability. In general, these steels have a carbon content of less than 0.1%, which ensures that they can be spot welded. However, newer high-carbon dual-phase steels in development are generating interest due to their unique combination of total elongation and tensile strength.
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in Fatigue Resistance of Steels
> Properties and Selection: Irons, Steels, and High-Performance Alloys
Published: 01 January 1990
mm (2 in.), % 28.9 17.8 Reduction in area, % 57.7 25.8 Hardness, HB 92 89 (a) Lower yield point. (b) 0.1% offset yield strength
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Published: 01 January 1990
Fig. 7 Mechanical properties of various cast corrosion-resistant steels at room temperature. (a) Tensile strength. (b) 0.2% offset yield strength. (b) 0.2% offset yield strength. (c) Charpy keyhole impact energy. (d) Brinell hardness. (e) Elongation. Also given are the heat treatments used
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Published: 01 January 2000
Fig. 1 Effect of temperature on strength and ductility of various materials. (a) 0.2 offset yield strength. (b) Tensile elongation. Source: Ref 2
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Published: 01 December 2008
Fig. 25 Mechanical properties of cast corrosion-resistant steels at room temperature. (a) Tensile strength. (b) 0.2% offset yield strength. (c) Charpy keyhole impact energy. (d) Brinell hardness. (e) Elongation. Also given are the heat; FC, furnace cool; WQ, water quench; A, anneal; T, temper.
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Published: 31 August 2017
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Published: 01 December 2008
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in Fundamental Structure-Property Relationships in Engineering Materials
> Materials Selection and Design
Published: 01 January 1997
Fig. 25 Schematic of logic employed in design against “failure”. Failure can take place by either material permanent deformation or fracture. Thus design entails comparing the 2% offset yield strength (σ y ) to the nominal stress at which fracture occurs (σ F ), and then using the lower
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