## Strength of Materials |

### From inside the book

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Page 414

(low e ) hardening (high f) cyclic a versus e

**softening**(low f ) hardening (high f)**softening**(low €) hardening (high f )**softening**(low e ) hardening (high f) cyclic a versus e

**softening**approx. stable**softening****softening softening**approx. stable**softening**hardening**softening softening**...Page 434

2122 22272 nil nil 2.2 2.27

(class 2) 2222 12222 2.2 2.2 2.2 28 4822 Concrete (compression) 142.2 2.12

Epoxy (cast, rigid) 2/2.2 .ubbers Natural Neoprene 2.2 2.2 222 222 22 88/ 2.224 ...

2122 22272 nil nil 2.2 2.27

**softening**. 2.8 2.24 2.22 Cast irons Gray (class 2) Gray(class 2) 2222 12222 2.2 2.2 2.2 28 4822 Concrete (compression) 142.2 2.12

Epoxy (cast, rigid) 2/2.2 .ubbers Natural Neoprene 2.2 2.2 222 222 22 88/ 2.224 ...

Page 435

(low e) hardening (high f )

stable

**softening**(low e) hardening (high f)**softening**(low e) hardening (high e)**softening**(low e) hardening (high f )

**softening**(low f ) hardening (high f )**softening**approx.stable

**softening softening softening**approx. stable**softening**hardening ...### What people are saying - Write a review

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### Common terms and phrases

angle applied Assume axial beam bending brittle buckling calculated caused column compressive stress concrete Consider constant crack cross section cross-sectional area curvature cyclic cylindrical deflection Determine diameter ductile elastic strain element elongation equations equilibrium EXAMPLE extensometer external load factors of safety failure fatigue fibers fracture free-body diagram ft-lb given GPa Fig hardening horizontal implant increase inertia magnitude maximum shear stress maximum stress metal minimum modulus Mohr's circle neutral axis normal stress notch plane plastic deformation plate plot pole pressure Prob problems psi Fig radius residual stresses rivets shaft shear force shear strain shear strength shown in Fig softening Solution specimen static steel strain gages strength of materials stress and strain stress distribution stress-strain curve temperature tensile stress tension thickness torque torsion tube vertical weight weld wire yield strength zero