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

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

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

Fig. 4 Elastic stress distribution: pure bending. T, tension. C, compression. (a) No stress concentration. (b) Transverse surface stress concentrations More

Fig. 5 Elastic stress distribution: interference fit (press or shrink). T, tension. C, compression. More

Fig. 6 Elastic stress distribution: convex surfaces in contact. (a) Rolls turning at same speed. (b) Rolls turning at different speeds More

Fig. 7 Elastic stress distribution: direct (transverse) shear. (a) Single shear. (b) Double shear More

Fig. 8 Elastic stress distribution: thin-wall pressure vessel. (a) Longitudinal section. (b) Cross section More

Fig. 6-5 Rectangular beam subjected to pure bending. (a) Elastic stress distribution. (b) Assumed lower bound stress distribution for plastic collapse More

Fig. 8.22 Large elastically stressed panel containing a crack More

Fig. 1.26 Finite-element model showing elastic stresses in punch More

Fig. 2 Stress-induced transformation of metastable ZrO 2 particles in the elastic stress field of a crack. Source: Ref 3 More

Fig. 10.6 Stress-induced transformation of metastable ZrO 2 particles in the elastic stress field of a crack. Source: Ref 10.7 More

Fig. A.35 Stress-strain curves featuring (a) linear elastic response, (b) elastic plus plastic response, and (c) elastic plus creep response More

Fig. 1 General stress-strain curve showing elastic and plastic portions of a typical curve. Area marked “Yield” is the area of transition from elastic to plastic deformation. Yield strength, yield point, elastic limit, and proportional limit are all in this area. See Glossary for specific More

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

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

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

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

Fig. 1 Schematic representation of the elastic portions of the stress-strain curves for iron, copper, and aluminum More