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Schematic of flexure tests. (a) Three-point loading. (b) Four-point loading...
Available to PurchasePublished: 01 January 2000
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in Mechanical Testing and Properties of Plastics—An Introduction
> Characterization and Failure Analysis of Plastics
Published: 15 May 2022
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Published: 01 January 2000
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Published: 01 January 2000
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Stress-relaxation bend test specimen and spheromometer in four-point loaded...
Available to PurchasePublished: 01 January 2000
Fig. 10 Stress-relaxation bend test specimen and spheromometer in four-point loaded beam with uniform cross-section
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Published: 01 January 2001
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Schematic of continuous-type intensive quenching system. I, loading point f...
Available to PurchasePublished: 01 August 2013
Fig. 17 Schematic of continuous-type intensive quenching system. I, loading point for steel parts onto the conveyor for heating in furnace HT1; II, chute with intensive cooling devices; III, quenching tank with two conveyors; IV, unloading point of steel parts from furnace HT2; TR1 to TR5
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Book: Fatigue and Fracture
Series: ASM Handbook
Volume: 19
Publisher: ASM International
Published: 01 January 1996
DOI: 10.31399/asm.hb.v19.a0002421
EISBN: 978-1-62708-193-1
... of a plate; at the edge of a plate; or at the edge of a hole inside a plate. The article discusses uniform farfield loading in terms of point loading of a center crack and point loading of an edge crack. It tabulates the correction factors for stress intensity at shallow surface cracks under tension...
Abstract
The stress-intensity concept is based on the parameter that quantifies the stresses at a crack tip. This article summarizes some stress-intensity factors for various crack geometries commonly found in structural components. Through-the-thickness cracks may be located in the middle of a plate; at the edge of a plate; or at the edge of a hole inside a plate. The article discusses uniform farfield loading in terms of point loading of a center crack and point loading of an edge crack. It tabulates the correction factors for stress intensity at shallow surface cracks under tension. Farfield tensile loading and part-through crack in a finite plate are also discussed. The article concludes with a discussion on through-the-thickness crack and part-through crack in a pressurized cylinder.
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Published: 01 January 2003
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Published: 01 December 1998
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Load vs. time record showing the definitions of the various load points use...
Available to PurchasePublished: 01 January 2000
Fig. 12 Load vs. time record showing the definitions of the various load points used in various models to estimate the percent shear fracture; P GY , characteristic value for onset of plastic deformation; P M , maximum load; P IU , load at the initiation of unstable crack propagation; P
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Published: 01 January 2000
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Published: 31 December 2017
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Published: 01 January 1996
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Published: 01 January 1996
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Considérés construction for the determination of the point of maximum load....
Available to PurchasePublished: 01 January 2000
Fig. 12 Considérés construction for the determination of the point of maximum load. Source: Ref 14
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Weibull plot of alumina three-point bend bars and biaxially loaded disks fr...
Available to Purchase
in Design Considerations for Advanced Ceramics for Structural Applications
> Engineered Materials Handbook Desk Edition
Published: 01 November 1995
Fig. 5 Weibull plot of alumina three-point bend bars and biaxially loaded disks fractured in inert and water environments. The solid lines show CARES/LIFE predictions made using Weibull and power law fatigue parameters obtained from four-point bend bar fast-fracture and dynamic fatigue
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Tensile specimen loaded to the point of failure. (a) Photographs of the sam...
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in Crystal-Scale Simulations Using Finite-Element Formulations
> Fundamentals of Modeling for Metals Processing
Published: 01 December 2009
Fig. 5 Tensile specimen loaded to the point of failure. (a) Photographs of the samples in the undeformed and deformed conditions. (b) Finite-element mesh of the gage section of the mesh showing axial strains. One insert shows the full mesh, while the others show only those crystals satisfying
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Allowable load relationships for “point”-contact sliding mechanisms. (a) Cr...
Available to PurchasePublished: 01 January 1997
Fig. 9 Allowable load relationships for “point”-contact sliding mechanisms. (a) Crossed cylinders. Unequal cylinder diameters; linear oscillation parallel to axis of larger-diameter cylinder. (b) Crossed cylinders. Unequal cylinder diameters; linear oscillation parallel to axis of smaller
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Published: 01 January 2001
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