Skip Nav Destination
Close Modal
Search Results for
tensile
Update search
Filter
- Title
- Authors
- Author Affiliations
- Full Text
- Abstract
- Keywords
- DOI
- ISBN
- EISBN
- Issue
- ISSN
- EISSN
- Volume
- References
Filter
- Title
- Authors
- Author Affiliations
- Full Text
- Abstract
- Keywords
- DOI
- ISBN
- EISBN
- Issue
- ISSN
- EISSN
- Volume
- References
Filter
- Title
- Authors
- Author Affiliations
- Full Text
- Abstract
- Keywords
- DOI
- ISBN
- EISBN
- Issue
- ISSN
- EISSN
- Volume
- References
Filter
- Title
- Authors
- Author Affiliations
- Full Text
- Abstract
- Keywords
- DOI
- ISBN
- EISBN
- Issue
- ISSN
- EISSN
- Volume
- References
Filter
- Title
- Authors
- Author Affiliations
- Full Text
- Abstract
- Keywords
- DOI
- ISBN
- EISBN
- Issue
- ISSN
- EISSN
- Volume
- References
Filter
- Title
- Authors
- Author Affiliations
- Full Text
- Abstract
- Keywords
- DOI
- ISBN
- EISBN
- Issue
- ISSN
- EISSN
- Volume
- References
NARROW
Format
Topics
Book Series
Date
Availability
1-20 of 911 Search Results for
tensile
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
1
Sort by
Book Chapter
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.bldgs.c0089530
EISBN: 978-1-62708-219-8
.... The fracture of the eye connector was concluded to have occurred by tensile overload because of shrinkage porosity. Sound metal was ensured by radiographic examination of subsequent castings. Connectors Crack propagation Fasteners Overloading Porosity Shrinkage ASTM A148 grade 150-125 Casting...
Abstract
A sand-cast steel eye connector used to link together two 54,430 kg capacity floating-bridge pontoons failed prematurely in service. The pontoons were coupled by upper and lower eye and clevis connectors that were pinned together. The eye connector was found to be cast from low-alloy steel conforming to ASTM A 148, grade 150-125. The crack was found to have originated along the lower surface initially penetrating a region of shrinkage porosity. It was observed that cracking then propagated in tension through sound metal and terminated in a shear lip at the top of the eye. The fracture of the eye connector was concluded to have occurred by tensile overload because of shrinkage porosity. Sound metal was ensured by radiographic examination of subsequent castings.
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.auto.c9001678
EISBN: 978-1-62708-218-1
... Abstract Six galvanized high-tensile steel bolts were used to hold the wheels of a four-wheel drive vehicle. The right hand rear wheel of this vehicle detached causing the vehicle to roll and resulting in considerable damage to the body. The wheel was detached by shearing of four of the bolts...
Abstract
Six galvanized high-tensile steel bolts were used to hold the wheels of a four-wheel drive vehicle. The right hand rear wheel of this vehicle detached causing the vehicle to roll and resulting in considerable damage to the body. The wheel was detached by shearing of four of the bolts and stripping the nuts from the other two bolts, which remained unbroken. SEM fractography of the fracture surfaces of the four broken bolts indicated that the failure was due to reversed bending fatigue. Optical microscopy indicated that the bolts were heat treated to a tempered martensite structure and that the nuts were manufactured from low carbon steel. The paper discusses the influence of the microstructure on the failure process the events surrounding the nature of incident and the analysis of in-service failure of the failed components utilizing conventional metallurgical techniques.
Series: ASM Failure Analysis Case Histories
Volume: 1
Publisher: ASM International
Published: 01 December 1992
DOI: 10.31399/asm.fach.v01.c9001134
EISBN: 978-1-62708-214-3
.... SEM fractography and metallography indicated that the link failed in a ductile manner because of tensile overload, which occurred when the hoist hook contacted the hoist's housing and prevented uptake of the chain. It was recommended that a load-sensing device be installed to prevent future...
Abstract
An ASTM A391 steel chain link of an over head hoist failed catastrophically, causing damage to both property and personnel. Macrofractography identified the sequence of fractures within the chain link. The first fracture occurred at the welded joint, a second occurred opposite the weld. SEM fractography and metallography indicated that the link failed in a ductile manner because of tensile overload, which occurred when the hoist hook contacted the hoist's housing and prevented uptake of the chain. It was recommended that a load-sensing device be installed to prevent future occurrences and that a dye penetrant inspection be performed on the renwinder of the chain.
Image
in Service Lifetime Assessment of Polymeric Products
> Characterization and Failure Analysis of Plastics
Published: 15 May 2022
Image
Published: 01 January 2002
Fig. 6 Diametrical crack at a hole subject to remote tensile loading. Source: Ref 15
More
Image
Published: 01 January 2002
Fig. 7 Semielliptical crack in a thick solid subject to remote tensile loading. Coordinates of point P : x = c cos θ; Y = a sin θ. Source: Ref 15
More
Image
Published: 01 January 2002
Fig. 9 Low-power light microscope view of a “rock candy” fracture in a tensile specimen taken from a cast steel that had aluminum nitrides segregated to the grain boundaries
More
Image
in X-Ray Diffraction Residual Stress Measurement in Failure Analysis
> Failure Analysis and Prevention
Published: 01 January 2002
Fig. 12 Effect of tensile residual stress (RS) on fracture loads as a function of test temperature. Source: Ref 34
More
Image
Published: 01 January 2002
Fig. 19 Quantitative correlation between the ultimate tensile strength and the area percentage of voids on the corresponding fracture surfaces of high-pressure die-cast AM60 magnesium alloy specimens having the same dendrite arm spacing. Source: Ref 3
More
Image
Published: 01 January 2002
Fig. 7 Macroscale brittle fracture in tensile loading. A light ring is visible around the outside circumference. A faint radial pattern is visible from approximately 11 to 4 o'clock and running towards a dark spot near 9:00 The roughest area on the fracture surface is near the dark spot (see
More
Image
in Mechanisms and Appearances of Ductile and Brittle Fracture in Metals
> Failure Analysis and Prevention
Published: 01 January 2002
Fig. 24 Fracture surfaces of notched round specimens (4340 steel) from tensile overload at −40 °C (−40 °F). (a) Specimen with a mild notch with a root radius of 2.5 mm (0.1 in.) produced a fracture similar to an unnotched bar (i.e., central fibrous zone with shear lips). Tensile strength
More
Image
in Mechanisms and Appearances of Ductile and Brittle Fracture in Metals
> Failure Analysis and Prevention
Published: 01 January 2002
Fig. 26 Diffuse and localized necks in an 1100 aluminum sheet tensile specimen. Source: Ref 51
More
Image
in Mechanisms and Appearances of Ductile and Brittle Fracture in Metals
> Failure Analysis and Prevention
Published: 01 January 2002
Fig. 27 Two tensile bars of cartridge brass: one tested to failure, showing low ductility; other not tested. Rough “orange-peel” surface texture on the outside of the tested sample is another macroscale indication of a very large grain size.
More
Image
in Mechanisms and Appearances of Ductile and Brittle Fracture in Metals
> Failure Analysis and Prevention
Published: 01 January 2002
Fig. 29 Appearance of (a) ductile and (b) brittle tensile fractures in unnotched cylindrical specimens. Courtesy of George Vander Voort
More
Image
in Mechanisms and Appearances of Ductile and Brittle Fracture in Metals
> Failure Analysis and Prevention
Published: 01 January 2002
Fig. 30 Tensile fracture of maraging steel showing transition from cup feature from one half of the fracture to the other half, that is, not a complete cup-and-cone
More
Image
in Mechanisms and Appearances of Ductile and Brittle Fracture in Metals
> Failure Analysis and Prevention
Published: 01 January 2002
Fig. 31 Radial marks on tensile test specimen of Society of Automotive Engineers (SAE) 4150 steel isothermally transformed to bainite, quenched to room temperature, and then tempered. (a) Lower bainite, isothermally transformed at 300 °C (570 °F) for 1 h, tempered at 600 °C (1110 °F) for 48 h
More
Image
in Mechanisms and Appearances of Ductile and Brittle Fracture in Metals
> Failure Analysis and Prevention
Published: 01 January 2002
Fig. 33 Delamination (longitudinal crack) in a tensile specimen. Source: Ref 56
More
Image
in Mechanisms and Appearances of Ductile and Brittle Fracture in Metals
> Failure Analysis and Prevention
Published: 01 January 2002
Fig. 34 Shear-lip formation. (a) Cross section of fractured tensile specimen of 1020 steel. (b) Sketch of estimated slip-line field at the tip of a central crack as it approaches the exterior surface of a necked tensile specimen
More
Image
in Mechanisms and Appearances of Ductile and Brittle Fracture in Metals
> Failure Analysis and Prevention
Published: 01 January 2002
Fig. 37 Tensile fracture of a 1020 steel showing slanted fracture intersecting the outside surface at an angle
More
Image
Published: 01 January 2002
Fig. 48 Tensile and yield strength of ductile iron versus visually assessed nodularity. Source: Ref 41
More
1