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Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.usage.c0047823
EISBN: 978-1-62708-236-5
... stresses were caused by misalignment between the electric motor and compressor and were transmitted to the shaft through the geared coupling. Flexible-disk couplings capable of transmitting the required horsepower were installed on the shafts as a corrective measure. Alignment Bending Radii 4340...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.bldgs.c0047512
EISBN: 978-1-62708-219-8
...) to 7 deg C (45 deg F) that night. The column was shop fabricated in 12 m (40 ft) long sections of 19 mm (3/4 in.) thick steel plate of ASTM A36 steel. Crack initiation was caused by high residual stress during girth welding, and the presence of notches formed by the termination of the incomplete welds...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.conag.c0047508
EISBN: 978-1-62708-221-1
...-to-sulfur ratio and be in a normalized condition, low-hydrogen electrodes and welding practices should be used, all corners should be generously radiused, the welds should be inspected and ground or dressed to minimize stress concentrations, postweld heating is advisable, and radiographic and penetrant...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.auto.c0090626
EISBN: 978-1-62708-218-1
... fabricated after field failures lasted only 50,000 cycles to failure. It was discovered that the percent coverage of shot peening prior and subsequent to the increase in failure incidence was much less than 100%, with a shot peening time of 12 min. The residual-stress state of “as fabricated” springs...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.power.c0091528
EISBN: 978-1-62708-229-7
... the conclusion that the failure was caused by SCC due to stress, sensitization, and environment. Recommendations included replacing all pipe sections and installing them using low-heat-input, multiple-pass welding procedures. Heat affected zone Integranular fracture Piping 304 UNS S30400 Joining...
Series: ASM Handbook
Volume: 11B
Publisher: ASM International
Published: 15 May 2022
DOI: 10.31399/asm.hb.v11B.a0006932
EISBN: 978-1-62708-395-9
... Abstract Engineering plastics, as a general class of materials, are prone to the development of internal stresses which arise during processing or during servicing when parts are exposed to environments that impose deformation and/or temperature extremes. Thermal stresses are largely...
Series: ASM Failure Analysis Case Histories
Volume: 1
Publisher: ASM International
Published: 01 December 1992
DOI: 10.31399/asm.fach.v01.c9001119
EISBN: 978-1-62708-214-3
... initiated from the spring inside coil surface. Examination of the fracture surface using scanning electron microscopy showed no evidence of fatigue. Final fracture occurred in torsion. X-ray diffraction analysis revealed high inner-diameter residual stresses, indicating inadequate stress relief from spring...
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Published: 01 January 2002
Fig. 11 S-N curve for notched ( K t = 2.0) 4130 alloy steel sheet. Stresses are based on net section. Source: Ref 31 More
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Published: 01 January 2002
Fig. 6 Special three-dimensional Mohr's circle defined with principal stresses More
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Published: 01 January 2002
Fig. 7 Free-body diagrams showing orientation of normal stresses and shear stresses in a shaft and the single-overload fracture behavior of ductile and brittle materials. (a) Under simple tension. (b) Under torsion. (c) Under compression loading More
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Published: 01 January 2002
Fig. 19 Distribution of stresses near the tip of a through thickness crack in a plate More
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Published: 01 January 2002
Fig. 22 Residual stresses in peened 1040 steel samples resulting from tension-tension fatigue (the two symbols represent two samples). Source: Ref 51 More
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Published: 01 January 2002
Fig. 23 The distribution of principal stresses beneath the notch root of a notched-bar specimen. Specimen dimensions in millimeters. Source: Ref 50 More
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Published: 01 January 2002
Fig. 36 Maximum shear stress planes for radial and tangential stresses created by necking. Source: Ref 54 More
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Published: 01 January 2002
Fig. 33 Gray-iron cylinder block that cracked due to casting stresses. (a) External view. (b) Internal view showing crack site (arrow). 0.25×. Source: Ref 11 More
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Published: 01 January 2002
Fig. 10 Development of thermal stresses within steel on cooling. T, time instant at maximum temperature difference; 0, time instant of stress reversal; curve A, stress variation at the surface under elastic conditions. B and C are actual thermal stress variations at the surface and the core More
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Published: 01 January 2002
Fig. 11 Comparison of thermal and transformational stresses for three different quenching conditions. See text for details. t u , time instant of stress reversal More
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Published: 01 January 2002
Fig. 30 Part design recommendations for minimal internal stresses. Source: Ref 4 More
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Published: 01 January 2002
Fig. 1 Free-body diagrams showing orientation of normal stresses and shear stresses in a shaft and the single-overload fracture behavior of ductile and brittle materials. (a) Under simple tension. (b) Under torsion. (c) Under compression loading. See text for discussion. More
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Published: 01 January 2002
Fig. 2 Fatigue marks produced from single origins at low and high nominal stresses and from multiple origins at high nominal stresses. Fatigue marks are typical for a uniformly loaded shaft subjected to unidirectional bending. Arrows indicate crack origins; final-fracture zones are shaded. More