Introduction to Mechanics of Deformable Solids |
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Page 11
If the cross - sectional area is denoted by A and the axis of the bar by x , the
picture of the forces and the moments acting on A is exactly the same as ... The
moment about the axis of the bar M . = T is called a twisting moment , or torque ;
the two ...
If the cross - sectional area is denoted by A and the axis of the bar by x , the
picture of the forces and the moments acting on A is exactly the same as ... The
moment about the axis of the bar M . = T is called a twisting moment , or torque ;
the two ...
Page 111
Of the three components of force and the three components of moment , only the
normal force acting alone has been examined carefully for all cross sections of
bar . Twisting moment alone on a thin - walled circular tube also has been
studied ...
Of the three components of force and the three components of moment , only the
normal force acting alone has been examined carefully for all cross sections of
bar . Twisting moment alone on a thin - walled circular tube also has been
studied ...
Page 350
Further increase in load cannot increase the end moments above Mo . A plastic
hinge develops at each end . Additional load is carried as though the beam were
simply supported at the ends . The moment at the center is only Mo / 2 when the ...
Further increase in load cannot increase the end moments above Mo . A plastic
hinge develops at each end . Additional load is carried as though the beam were
simply supported at the ends . The moment at the center is only Mo / 2 when the ...
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Common terms and phrases
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
Bibliographic information
| Title | Introduction to Mechanics of Deformable Solids |
| Author | Daniel Charles Drucker |
| Publisher | McGraw-Hill, 1967 |
| Original from | the University of Michigan |
| Digitized | 29 Nov 2007 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |