## 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

I ' B A third equilibrium equation , summation of

check but does not provide new ... and subtracting In each of the examples , at

each instant of time , the

I ' B A third equilibrium equation , summation of

**forces**, P3 + PA = FB serves as acheck but does not provide new ... and subtracting In each of the examples , at

each instant of time , the

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

12 outward by a total

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

compressive axial

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 ...

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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