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elevated temperatures
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Published: 30 November 2013
Fig. 7 Effect of elevated temperatures T 1 and T 2 on tensile and compressive properties of a typical metal
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Published: 01 October 2012
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Published: 01 August 2012
Fig. 15.16 Variation in formability at room and elevated temperatures. (a) Bulge height: 12 mm (0.5 in.); room temperature. (b) Bulge height: 38 mm (1.5 in.); 225 °C (435 °F). Source: Ref 5.8
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Published: 01 December 2001
Fig. 13 Tensile strength at room and elevated temperatures as a function of molybdenum content in (a) unalloyed and (b) 0.6% Cr alloyed gray irons. Source: Ref 20
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Published: 01 February 2005
Fig. 21.4 Resistance of die steels to plastic deformation at elevated temperatures (values in parentheses indicate hardness at room temperature). Courtesy of Universal Cyclops Steel Corp. and A. Finkl and Sons Co.
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in Mechanical Testing and Properties of Plastics: An Introduction[1]
> Characterization and Failure Analysis of Plastics
Published: 01 December 2003
Fig. 12 Flexural modulus retention of engineering plastics at elevated temperatures. PET, polyethylene terephthalate; PBT, polybutylene terephthalate; ABS, acrylonitrile-butadiene-styrene; PA, polyamide; PSU, polysulfone
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Book Chapter
Series: ASM Technical Books
Publisher: ASM International
Published: 30 November 2013
DOI: 10.31399/asm.tb.uhcf3.t53630237
EISBN: 978-1-62708-270-9
... Abstract Elevated-temperature failures are the most complex type of failure because all of the modes of failures can occur at elevated temperatures (with the obvious exception of low-temperature brittle fracture). Elevated-temperature problems are real concerns in industrial applications...
Abstract
Elevated-temperature failures are the most complex type of failure because all of the modes of failures can occur at elevated temperatures (with the obvious exception of low-temperature brittle fracture). Elevated-temperature problems are real concerns in industrial applications. The principal types of elevated-temperature failure mechanisms discussed in this chapter are creep, stress rupture, overheating failure, elevated-temperature fatigue, thermal fatigue, metallurgical instabilities, and environmentally induced failure. The causes, features, and effects of these failures are discussed. The cooling techniques for preventing elevated-temperature failures are also covered.
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Published: 01 January 1998
Fig. 13-37 Elevated-temperature hardness as a function of test temperature for H21 and H24 steel heat treated to initial room-temperature hardnesses of 444 and 388 HB. Courtesy of Crucible Steel Co. Type Composition, % T max Quench medium C W Cr V °C °F H21 0.40
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Published: 01 December 1995
Fig. 6-34 Temperature dependence of elevated-temperature strength properties of cast heat-resistant high alloy grade HK-40 ( 43 )
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Published: 01 December 1995
Fig. 20-10 Effects of elevated-temperature exposure and time on room-temperature impact and stress corrosion cracking resistance of CA-6NM
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Published: 01 December 1995
Fig. 20-12 Effects of elevated-temperature exposure and time on room-temperature impact, ferrite content, and stress corrosion cracking resistance of CF-8 with a ferrite number of 9-11 and a higher nitrogen content (0.081%)
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Published: 01 December 1995
Fig. 20-13 Effect of elevated-temperature exposure on J Ic at room temperature of CF-8M cast stainless steel
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Published: 01 October 2012
Fig. 8.22 Elevated-temperature interlaminar shear strength. BMI, bismaleimide. RT, room temperature. Source: Ref 8.1
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Published: 01 October 2012
Fig. 9.10 Elevated-temperature properties of SiC p discontinuously reinforced aluminum composites. Source: Ref 9.6
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Published: 01 October 2012
Fig. 9.22 Strength retention at elevated temperature for continuous fiber SiC/Al and SiC/Ti metal-matrix composites (MMCs). Source: Ref 9.14
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Published: 01 November 2012
Fig. 24 Effect of elevated-temperature exposure on stress-rupture behavior of (a) normalized and tempered 2Cr-1Mo steel and (b) annealed 9Cr-1Mo steel. Exposure prior to stress-rupture testing was at the indicated test temperatures (without stress) and was 10,000 h long for the 2Cr-1Mo steel
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Published: 01 November 2012
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Published: 01 November 2010
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Published: 01 November 2010
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Published: 01 July 1997
Fig. 1 Elevated-temperature tensile strength of annealed base metal and tantalum alloy arc welds. Source: Ref 3
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