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effective strain
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Published: 01 January 2006
Fig. 47 Effective strain contours predicted using (a) Yld2000-2d and (b) Yld2004-18p. The maximum effective strain for each was 0.42
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Published: 01 January 1996
Fig. 1 Correlation of effective strain amplitude versus N f for axial and torsional fatigue of Haynes 188 cobalt-base alloy at 760 °C. Note that the torsional data are shifted to the right. Source: Ref 19 .
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Published: 01 January 1996
Fig. 27 The solid line is the effective strain versus number of cycles to failure for the matrix material. The symbols are the calculated effective strains in the matrix at the notch tip versus number of cycles to observed crack initiation. Source: Ref 49 . Additional data can be seen in Ref
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Published: 01 January 2005
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Published: 01 January 2005
Fig. 9 Dependence of shear stress and mean axial stress on effective strain in fixed-end torsion tests at high temperatures. Source: Ref 12
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Published: 01 January 2005
Fig. 33 Effect of the gage length-to-radius ratio on the effective strain to failure ( ε ¯ f ) in torsion tests. Lines join results at similar strain rate and temperature. Source: Ref 35
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Published: 01 January 2000
Fig. 21 Dependence of shear stress and mean axial stress on effective strain in fixed end torsion tests at high temperature. Source: Ref 16
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Published: 01 January 2000
Fig. 23 Effective strain in titanium sample as a function of final radius of element r f in partially collapsed geometry for two configurations with final inner sample radii R f equal to 3.1 and 4.3 mm (0.12 and 0.17 in.)
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Published: 01 December 2009
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in Modeling of Cavity Initiation and Early Growth during Superplastic and Hot Deformation
> Fundamentals of Modeling for Metals Processing
Published: 01 December 2009
Fig. 2 Calculated distribution of effective strain in polycrystals of different grain sizes under uniaxial tension. (a) Grain size = 4 nm. (b) Grain size = 25 μm. A smaller grain size shows more strain near the grain boundaries, including lobes of shear strain, but the coarser grain size
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Published: 01 January 1996
Fig. 26 Strain-controlled matrix fatigue data plotted in terms of the effective strain criterion. Source: Ref 49
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Published: 01 January 2005
Fig. 51 Comparison of effective stress-strain curves determined for type 304L stainless steel in compression, tension, and torsion. (a) Cold-working and warm-working temperatures. (b) Hot-working temperatures. Source: Ref 66
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Published: 01 January 2005
Fig. 2 Comparison of effective stress-strain curves determined for type 304L stainless steel in compression, tension, and torsion. (a) Cold working and warm working temperatures. (b) Hot working temperatures. Source: Ref 2
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in Mechanical Properties of Soft-Interlayer Solid-State Welds[1]
> Welding Fundamentals and Processes
Published: 31 October 2011
Fig. 8 Effective (von Mises) stress-strain behavior for a 150 μm (6 mils) thick silver interlayer ( t / d = 0.024), cated using planar-magnetron (PM) sputter deposition, tested in torsion, along with results reported for bulk polycrystalline (annealed) silver
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Published: 01 January 2005
Fig. 29 Comparison of effective stress-strain curves determined for type 304L stainless steel in compression, tension, and torsion. (a) Cold and warm working temperatures. (b) Hot working temperatures. Source: Ref 100
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Published: 01 January 2005
Fig. 44 Relation between effective fracture strain from tension and from torsion tests for several alloys. Source: Ref 114
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in Rehabilitation of Reinforced Concrete Structures Using Fiber-Reinforced Polymer Composites
> Composites
Published: 01 January 2001
Fig. 10 Flexural condition based upon maximum, effective ultimate strain in the composite ε FRP =ε max . The terms are defined in the text.
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Published: 01 January 1993
Fig. 8 Effective (von Mises) stress-strain behavior for a 150 μm (6 mil) thick silver interlayer ( t / d = 0.024), fabricated using PM sputter deposition, tested in torsion, along with results reported for bulk polycrystalline (annealed) silver
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Published: 01 January 2001
Fig. 6 Schematic of the effective stress-strain response for damaging brittle fibers, based on the statistical model of Ref 16 , 17
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Published: 30 June 2023
Fig. 8 Typical compression effective stress-strain response of an architected material, showing the key metrics of interest that can be estimated from it
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