Introduction to Mechanics of Deformable Solids |
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Page 154
A . When the extreme fiber stress ( the maximum stress ) just reaches o , find the
moments 1 . M , Y 2 . M , ' about the coordinate axes . B . When the beam is
essentially fully plastic ( oo everywhere except the immediate vicinity of the
neutral ...
A . When the extreme fiber stress ( the maximum stress ) just reaches o , find the
moments 1 . M , Y 2 . M , ' about the coordinate axes . B . When the beam is
essentially fully plastic ( oo everywhere except the immediate vicinity of the
neutral ...
Page 220
T max T max Fig . 11 . 2 Planes of maximum shear stress ( see Fig . 11 . 1 ) . 01
Tmax = v angle BAC = angle ABC = 45° 2 braically ( tension positive ) the
greatest , and on another algebraically the least , normal stress for any plane
through the ...
T max T max Fig . 11 . 2 Planes of maximum shear stress ( see Fig . 11 . 1 ) . 01
Tmax = v angle BAC = angle ABC = 45° 2 braically ( tension positive ) the
greatest , and on another algebraically the least , normal stress for any plane
through the ...
Page 375
B . Compute the algebraic maximum of oz and the numeric maximum at A - A .
Indicate where each acts on a sketch of the frame . C . If you solved Prob . 1 . 1
previously , evaluate the answer you gave then . 14 . 36 Parts of Prob . 14 .
B . Compute the algebraic maximum of oz and the numeric maximum at A - A .
Indicate where each acts on a sketch of the frame . C . If you solved Prob . 1 . 1
previously , evaluate the answer you gave then . 14 . 36 Parts of Prob . 14 .
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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 |