## Introduction to Mechanics of Deformable Solids |

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Page 11

Deformable bodies , such as spring connections , are treated in terms of the

each instant of time there will be some distribution of

.

Deformable bodies , such as spring connections , are treated in terms of the

**forces**they exert on the rigid bodies or the point masses to which they are ... Ateach instant of time there will be some distribution of

**force**on the plane of the cut.

Page 92

A third equilibrium equation , summation of

check but does not provide new information . Similarly ... In each of the examples

, at each instant of time , the

A third equilibrium equation , summation of

**forces**, P : + PA = FB serves as acheck but does not provide new information . Similarly ... In each of the examples

, at each instant of time , the

**force**in each bar is proportional to the applied load .Page 194

9.12 02 [ a : = TT 2v outward by a total

i pa a ? + a3 + b3 a4b3 + a3b2 Pi + P2 Pa ( 9.3 : 17 ) a3 + b3 Therefore a

compressive axial

motion w ...

9.12 02 [ a : = TT 2v outward by a total

**force**F. F pata2 + pr ( b2 – a2 ) a ( 62 a ) =i pa a ? + a3 + b3 a4b3 + a3b2 Pi + P2 Pa ( 9.3 : 17 ) a3 + b3 Therefore a

compressive axial

**force**of F – ( P1 + P2 ) is required to prevent relative axialmotion w ...

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