## Mechanics of Materials |

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Page 86

elastic region elastic behavior yielding strain hardening necking plastic behavior

Elastic Behavior. ... In other words, the material is said to be

upper stress limit to this linear relationship is called the proportional limit, apl.

elastic region elastic behavior yielding strain hardening necking plastic behavior

Elastic Behavior. ... In other words, the material is said to be

**linear elastic**. Theupper stress limit to this linear relationship is called the proportional limit, apl.

Page 92

As noted in the previous section, the stress-strain diagrams for most engineering

materials exhibit a

region. Consequently, an increase in stress causes a proportionate increase in ...

As noted in the previous section, the stress-strain diagrams for most engineering

materials exhibit a

**linear**relationship between stress and strain within the**elastic**region. Consequently, an increase in stress causes a proportionate increase in ...

Page 246

It is determined from the torsion formula,* which gives Note that reversed

application of TP using the

possible here, since the maximum recovery for the

noted in Fig.

It is determined from the torsion formula,* which gives Note that reversed

application of TP using the

**linear**shear-stress distribution in Fig. 5-45b ispossible here, since the maximum recovery for the

**elastic**shear strain is 2yy asnoted in Fig.

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### Contents

Contents | 1 |

Strain | 67 |

Mechanical Properties of Materials | 83 |

Copyright | |

16 other sections not shown

### Common terms and phrases

allowable shear stress aluminum angle of twist Applying Eq assumed average normal stress axes axial force axial load beam is subjected beam's bolt buckling caused centroid column compressive computed constant cross section cross-sectional area deflection deformation deter Determine the maximum diameter distributed load Draw the shear elastic curve Example factor of safety free-body diagram Hooke's law inertia internal loadings kip/ft length linear-elastic loading shown material maximum bending stress maximum in-plane shear maximum shear stress modulus of elasticity Mohr's circle neutral axis normal strain plane stress plastic positive principal stresses radius resultant internal sectional area segment shaft shear center shear flow shear force shear strain shown in Fig SOLUTION Solve Prob statically indeterminate steel strain energy stress acting stress at points stress components stress distribution stress-strain diagram tensile tensile stress thickness torque torsional tube vertical yield zero