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 ... The moment about the axis
of the bar M . = T is called a twisting moment , or torque ; the two other
components of ...
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 ... The moment about the axis
of the bar M . = T is called a twisting moment , or torque ; the two other
components of ...
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 393
Area - moment theorems As an example of an interesting and frequently used
technique for solving problems , consider the area - moment theorems for
linearelastic beams ( Fig . 15 . 7 ) . I . The change in slope dv / dx ( or rotation 6 )
between ...
Area - moment theorems As an example of an interesting and frequently used
technique for solving problems , consider the area - moment theorems for
linearelastic beams ( Fig . 15 . 7 ) . I . The change in slope dv / dx ( or rotation 6 )
between ...
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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
Bibliographic information
| Title | Introduction to Mechanics of Deformable Solids |
| Author | Daniel Charles Drucker |
| Publisher | McGraw-Hill, 1967 |
| Original from | the University of California |
| Digitized | 11 Mar 2008 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |