1-20 of 602

Search Results for elastic stress

Follow your search
Access your saved searches in your account

Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Image
Published: 30 November 2013
Fig. 2 Elastic stress distribution: pure torsion. (a) No stress concentration. *All stress components—tension, shear, and compression—have equal magnitude. (b) Transverse hole stress concentration. **Tension and compression stress components increase more than shear stress at a torsional More
Image
Published: 30 November 2013
Fig. 1 Elastic stress distribution: pure tension. T, tension. C, compression. (a) No stress concentration. (b) Surface stress concentrations. (c) Transverse hole stress concentration More
Image
Published: 30 November 2013
Fig. 3 Elastic stress distribution: pure compression. T, tension. C, compression. (a) No stress concentration. (b) Surface stress concentrations. (c) Transverse hole stress concentration More
Image
Published: 30 November 2013
Fig. 4 Elastic stress distribution: pure bending. T, tension. C, compression. (a) No stress concentration. (b) Transverse surface stress concentrations More
Image
Published: 30 November 2013
Fig. 5 Elastic stress distribution: interference fit (press or shrink). T, tension. C, compression. More
Image
Published: 30 November 2013
Fig. 6 Elastic stress distribution: convex surfaces in contact. (a) Rolls turning at same speed. (b) Rolls turning at different speeds More
Image
Published: 30 November 2013
Fig. 7 Elastic stress distribution: direct (transverse) shear. (a) Single shear. (b) Double shear More
Image
Published: 30 November 2013
Fig. 8 Elastic stress distribution: thin-wall pressure vessel. (a) Longitudinal section. (b) Cross section More
Image
Published: 01 December 1995
Fig. 6-5 Rectangular beam subjected to pure bending. (a) Elastic stress distribution. (b) Assumed lower bound stress distribution for plastic collapse More
Image
Published: 01 August 2012
Fig. 1.26 Finite-element model showing elastic stresses in punch More
Image
Published: 01 December 2004
Fig. 8.22 Large elastically stressed panel containing a crack More
Image
Published: 01 November 2012
Fig. 2 Stress-induced transformation of metastable ZrO 2 particles in the elastic stress field of a crack. Source: Ref 3 More
Image
Published: 01 October 2012
Fig. 10.6 Stress-induced transformation of metastable ZrO 2 particles in the elastic stress field of a crack. Source: Ref 10.7 More
Image
Published: 01 March 2006
Fig. A.35 Stress-strain curves featuring (a) linear elastic response, (b) elastic plus plastic response, and (c) elastic plus creep response More
Image
Published: 01 November 2012
Fig. 4 Typical stress-strain diagram showing different regions of elastic and plastic behavior. (a) Elastic region in which original size and shape will be restored after release of load. (b) Region of permanent deformation but without localized necking. (c) Region of permanent deformation More
Image
Published: 01 August 2012
Fig. 2.13 Distribution of (a) strain and (b) stress in an elastic, perfectly plastic sheet bent to a gentle curvature and stretched. Source: Ref 2.10 More
Image
Published: 01 January 2017
Fig. 1.28 Crack growth rate vs. elastic-plastic stress intensity for iron and nickel tested in 1 N H 2 SO 4 at given cathodic overpotentials (COP). (a) 2 mm (0.08 in.) thick iron and nickel. (b) 10 mm (0.4 in.) thick iron and nickel More
Image
Published: 01 July 2009
Fig. 13.9 Macro elastic limit (critical resolved shear stress, or CRSS) for prismatic slip of beryllium and dilute beryllium-copper alloys as a function of temperature. Source: Avotin et al. 1974 , 1975 More
Image
Published: 01 July 2009
Fig. 14.10 Composite stress-strain behavior based on the moduli and elastic limits. A: beryllium elastic limit; B: composite elastic limit; I: fully elastic; II: elastic plastic; C: unloading point. Source: London et al. 1979 More
Image
Published: 01 December 2004
Fig. 2 Stress-strain behavior in the region of the elastic limit. (a) Definition of σ and ε in terms of initial test piece length, L , and cross-sectional area, A 0 , before application of a tensile force, F. (b) Stress-strain curve for small strains near the elastic limit (EL) More