Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 78
Page 97
... example , if , in Fig . 6.3d , bar 8 were a rubber band and bar 9 were of steel , the entire force FD would be carried by bar 9 in compression . ( Buckling might be a problem , but we are not concerned with this important problem here ...
... example , if , in Fig . 6.3d , bar 8 were a rubber band and bar 9 were of steel , the entire force FD would be carried by bar 9 in compression . ( Buckling might be a problem , but we are not concerned with this important problem here ...
Page 99
... EXAMPLE OF A STATICALLY INDETERMINATE SYSTEM Two long , thin - walled concentric tubes fastened between rigid end plates which are pulled apart with a force R ( Fig . 6.4 ) provide an interesting example of a statically indeterminate ...
... EXAMPLE OF A STATICALLY INDETERMINATE SYSTEM Two long , thin - walled concentric tubes fastened between rigid end plates which are pulled apart with a force R ( Fig . 6.4 ) provide an interesting example of a statically indeterminate ...
Page 322
... example from an inexhaustible list . Figure 14.2 is illustrative of a bar in torsion ; Figs . 14.3 to 14.16 are but a few examples of that most important class of bodies , beams in bending under transverse force . All are examples of ...
... example from an inexhaustible list . Figure 14.2 is illustrative of a bar in torsion ; Figs . 14.3 to 14.16 are but a few examples of that most important class of bodies , beams in bending under transverse force . All are examples of ...
Other editions - View all
Common terms and phrases
aluminum applied assemblage axial force beam behavior change in length circle circumferential column components of stress computed constant cross section cylinder dashpot deflection diameter dimensions direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous HR steel idealization increase inelastic initial interior pressure isotropic Kelvin material linear Maxwell linear-elastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic deformation plastic-limit Prob problem pure bending radial radius ratio residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear simple tension solution statically statically indeterminate stress and strain stress-strain curve stress-strain relations structural Suppose surface symmetry t₁ temperature tensile stress thick-walled thickness time-dependent torsion uniaxial uniform unloading versus viscous yield point yield stress Young's modulus zero ΕΙ σα σο στ