Introduction to Mechanics of Deformable Solids |
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Page 8
... shown on the figure the projection of the inclined bar on the horizontal is c and on the vertical is e . A vertical force F is applied to the handle as shown . All accelerations are zero , and the weight of the bars may be neglected . A ...
... shown on the figure the projection of the inclined bar on the horizontal is c and on the vertical is e . A vertical force F is applied to the handle as shown . All accelerations are zero , and the weight of the bars may be neglected . A ...
Page 48
... shown shaded . No difference exists between the state of stress and strain in this interior prism and in a bar of rectangular cross section of area A subjected to an axial pull P = σA . If the top face of the prism is tilted through an ...
... shown shaded . No difference exists between the state of stress and strain in this interior prism and in a bar of rectangular cross section of area A subjected to an axial pull P = σA . If the top face of the prism is tilted through an ...
Page 233
... shown , and a corresponding orientation of principal plane between the two extreme plane positions . The idea and the symbolism are the same for ( b ) to ( d ) . For variety , the procedure for determining the direction of the ...
... shown , and a corresponding orientation of principal plane between the two extreme plane positions . The idea and the symbolism are the same for ( b ) to ( d ) . For variety , the procedure for determining the direction of the ...
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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column 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 replaced requires 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 viscous yield zero