Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 74
Page 55
... angle ? Clearly , the dif- ference cannot be large when the tube wall is thin . To show that in fact the angle of rotation is exactly the same for all circles of a cross section regardless of wall thickness , the meaning of uniformity ...
... angle ? Clearly , the dif- ference cannot be large when the tube wall is thin . To show that in fact the angle of rotation is exactly the same for all circles of a cross section regardless of wall thickness , the meaning of uniformity ...
Page 228
... angle of 30 ° counterclockwise with the plane on which the 10,000 - psi stress acts . Therefore the corresponding point on the circle is on the radial line from the center which makes an angle of twice 30 ° , or 60 ° , counterclockwise ...
... angle of 30 ° counterclockwise with the plane on which the 10,000 - psi stress acts . Therefore the corresponding point on the circle is on the radial line from the center which makes an angle of twice 30 ° , or 60 ° , counterclockwise ...
Page 231
... angle a , tan 2a = 2T - στ στ σy The ( 11.2 : 13 ) The angle a between the x and the 1 direction is half the counterclockwise angle 2a on the circle from the point corresponding to the plane on which σx acts to the point corresponding ...
... angle a , tan 2a = 2T - στ στ σy The ( 11.2 : 13 ) The angle a between the x and the 1 direction is half the counterclockwise angle 2a on the circle from the point corresponding to the plane on which σx acts to the point corresponding ...
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