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fracture surface
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Image
in Failure of Connecting Rod Bolts in a Ground-Based Engine
> Failure Analysis of Engineering Structures: Methodology and Case Histories
Published: 01 October 2005
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in Failure of Connecting Rod Bolts in a Ground-Based Engine
> Failure Analysis of Engineering Structures: Methodology and Case Histories
Published: 01 October 2005
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in Deformation, Mechanical Properties, and Fracture of Quenched and Tempered Carbon Steels
> Steels: Processing, Structure, and Performance
Published: 01 January 2015
Fig. 18.20 Fracture surface topographies from central fracture regions of martensitic 41xx steel tensile specimens tempered at 150 °C (300 °F). (a) 4130. (b) 4140. (c) 4150. SEM micrographs
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in Case Studies of Steel Component Failures in Aerospace Applications
> Failure Analysis of Heat Treated Steel Components
Published: 01 September 2008
Fig. 57 Macrograph of fracture surface of the failed axle. Typical fracture origins are shown at arrows.
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in Case Studies of Steel Component Failures in Aerospace Applications
> Failure Analysis of Heat Treated Steel Components
Published: 01 September 2008
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in Case Studies of Steel Component Failures in Aerospace Applications
> Failure Analysis of Heat Treated Steel Components
Published: 01 September 2008
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Published: 01 August 2005
Fig. 6 Typical dimpled rupture fracture surface of a ductile fracture viewed at a magnification of 2000× and at an angle of about 40–50° to the fracture surface
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Published: 01 November 2012
Fig. 27 Brittle fracture of D6B steel equalizer bar. (a) Fracture surface of a large (~13.3 × 15 cm, or 5.25 × 6 in.) equalizer bar made from D6B steel heat treated to a hardness of 45–47 HRC. This bar, which supports the front end of a large crawler tractor, was in service for approximately
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Published: 01 January 1998
Fig. 13-17 Cleavage fracture on overload fracture surface of H13 steel CVN specimen tempered at 500 °C (930 °F) for 3 h. TEM carbon replica. Source: Ref 9
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Published: 01 November 2012
Fig. 4 Fracture of a steel tube. (a) Fracture surface at approximately actual size, showing point of crack initiation (at arrow), chevron and fanlike marks, and development of shear lips. (b) Fracture-origin area at 5×; note that fracture nuclei differ in texture from the main fracture surface
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Published: 01 December 1996
Fig. 5-62 Impact curves and % of fracture surface showing fibrous (ductile) fracture of a 3140 steel for different aging times at 500 °C. The samples were austenitized for one hour at 900 °C, water quenched, tempered for one hour at 675 °C, water quenched, then aged at 500 °C for the times
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in Deformation and Fracture Mechanisms and Static Strength of Metals
> Mechanics and Mechanisms of Fracture<subtitle>An Introduction</subtitle>
Published: 01 August 2005
Fig. 2.44 Fracture surface showing a localized zone of plane-strain fracture (left) from shear overload failure of annealed Armco iron sheet at −196 °C (−321 °F). The configuration indicates that the fracture propagated from left to right in this view. Light fractograph, 5×
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in Deformation and Fracture Mechanisms and Static Strength of Metals
> Mechanics and Mechanisms of Fracture<subtitle>An Introduction</subtitle>
Published: 01 August 2005
Fig. 2.50 General fracture-surface regions from ductile fracture of an unnotched (a) and notched (b) tension test bar. (a) Radial zones on an unnotched point to the region of crack initiation near the center of the specimen. (b) In the notched tensile specimen, the fibrous zone surrounds
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in Failure of a Low-Pressure Turbine Rotor (LPTR) Blade
> Failure Analysis of Engineering Structures: Methodology and Case Histories
Published: 01 October 2005
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in Failure of a Compressor Blade in an Aircraft Engine
> Failure Analysis of Engineering Structures: Methodology and Case Histories
Published: 01 October 2005
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in Failure of an LP Turbine Disc in an Aircraft Engine
> Failure Analysis of Engineering Structures: Methodology and Case Histories
Published: 01 October 2005
Fig. CH44.2 Close-up view of the fracture surface. The fracture features are typical of tensile/bending overloads.
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in Failure of a Turbine Vane in a Hydroelectric Power Plant
> Failure Analysis of Engineering Structures: Methodology and Case Histories
Published: 01 October 2005
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Published: 01 December 2003
Fig. 31 Fracture in a polyvinyl chloride water filter. The fracture surface of the fatigue crack started from a fissure (arrow F). The lower dark zone is an artifact due to sectioning of the filter wall. 75×
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in Deformation, Mechanical Properties, and Fracture of Quenched and Tempered Carbon Steels
> Steels: Processing, Structure, and Performance
Published: 01 January 2015
Fig. 18.21 Fracture surface topologies of near-surface shear regions of martensitic 41xx steel tensile specimens tempered at 150 °C (300 °F). (a) 4130. (b) 4140. (c) 4150. SEM micrographs
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in Failure Analysis Techniques and Methods for Microelectromechanical Systems (MEMS)[1]
> Microelectronics Failure Analysis: Desk Reference
Published: 01 November 2019
Figure 16 SEM images showing the fracture surface of a failed anchor. a) Substrate region revealing a fractured component, and b) cantilever beam segment showing the other half.
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