Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 74
Page 77
... effect of the stresses at right angles to the effect of the stress in any given direction . The circumferential elastic σε € 8 +3 tw σα Τα σε σε Fig OTHER HOMOGENEOUS STATES OF STRESS / 77.
... effect of the stresses at right angles to the effect of the stress in any given direction . The circumferential elastic σε € 8 +3 tw σα Τα σε σε Fig OTHER HOMOGENEOUS STATES OF STRESS / 77.
Page 109
... effect of temperature change and support movement on the plastic - limit load ? B. Now replace bar 2 with a linear - viscous bar , and suppose that Fe is increased abruptly from zero to 20,000 lb and then held constant . 1. Find the ...
... effect of temperature change and support movement on the plastic - limit load ? B. Now replace bar 2 with a linear - viscous bar , and suppose that Fe is increased abruptly from zero to 20,000 lb and then held constant . 1. Find the ...
Page 146
... effect is equiva- lent to the combination of quite dissimilar materials at the same temperature . If the beam is inhomogeneous , but of uniform cross section along its length , it can be replaced by an assemblage of bars of different ...
... effect is equiva- lent to the combination of quite dissimilar materials at the same temperature . If the beam is inhomogeneous , but of uniform cross section along its length , it can be replaced by an assemblage of bars of different ...
Other editions - View all
Common terms and phrases
applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ