## Introduction to Mechanics of Deformable Solids |

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Page 194

12 outward by a total force F . F = paraż + på ( b2 – a ? ) Lab a ( — a ? ) ] = Tpa |

a2 + a + b3 " ] a2b3 + a3b2 _ Pi + P2 = T( 9 . 3 : 17 ) a3 + b3 Pa 2v Therefore a

compressive

motion ...

12 outward by a total force F . F = paraż + på ( b2 – a ? ) Lab a ( — a ? ) ] = Tpa |

a2 + a + b3 " ] a2b3 + a3b2 _ Pi + P2 = T( 9 . 3 : 17 ) a3 + b3 Pa 2v Therefore a

compressive

**axial force**of F - ( Pi + P2 ) is required to prevent relative axialmotion ...

Page 210

4 / YIELD CURVES AND SURFACES ( IN STRESS SPACE ) Suppose now that a

number of closed - end thin - walled circular tubes of a particular structural metal

are tested under various combinations of

4 / YIELD CURVES AND SURFACES ( IN STRESS SPACE ) Suppose now that a

number of closed - end thin - walled circular tubes of a particular structural metal

are tested under various combinations of

**axial force**R , interior pressure p , and ...Page 211

They may be very different for nonradial loading to a given state of stress outside

the initial yield curve and for radial loading to the same ca , Oc . When

combinations of twisting moment and

p = 0 ...

They may be very different for nonradial loading to a given state of stress outside

the initial yield curve and for radial loading to the same ca , Oc . When

combinations of twisting moment and

**axial force**are applied in constant ratio withp = 0 ...

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### Common terms and phrases

acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires response result rotation shear stress shell shown shows simple sketch solution solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero