## Introduction to Mechanics of Deformable Solids |

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Page 25

The structure is then designed as an elastic structure to

exceeding Oall anywhere . There is , of course , no difference in result for bars in

simple tension or compression , because o = P / A independently of the material .

The structure is then designed as an elastic structure to

**carry**Pw withoutexceeding Oall anywhere . There is , of course , no difference in result for bars in

simple tension or compression , because o = P / A independently of the material .

Page 103

The force R can increase because the other tube continues to

until it , too , is at yield . At this stage R = Rc , both tubes are at their maximum

load -

The force R can increase because the other tube continues to

**carry**more loaduntil it , too , is at yield . At this stage R = Rc , both tubes are at their maximum

load -

**carrying**capacity , Rc = 001A1 + 002A , = 001 ( 2arıtı ) + 002 ( 2 r2t2 ) No ...Page 120

Any abrupt increase or decrease of load is

which cannot displace until some time ... of the bars are the same , and the

viscous elements which

response .

Any abrupt increase or decrease of load is

**carried**by the viscous component ,which cannot displace until some time ... of the bars are the same , and the

viscous elements which

**carry**all the stresses at the beginning have a linearresponse .

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### Common terms and phrases

acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent 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 response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading versus viscous yield zero