Introduction to Mechanics of Deformable Solids |
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Page 111
... Twisting moment alone on a thin - walled circular tube also has been studied in detail , as has the state of stress and strain in a thin - walled circular tube under interior pressure . The next component in Fig . 1.6 to be discussed is ...
... Twisting moment alone on a thin - walled circular tube also has been studied in detail , as has the state of stress and strain in a thin - walled circular tube under interior pressure . The next component in Fig . 1.6 to be discussed is ...
Page 171
... twisting must remain a right angle after twisting ( Fig . 8.116 ) . The warping of each and every cross section which results is as shown in Fig . 8.11a for the reference cross section of zero rotation which lies halfway between the ...
... twisting must remain a right angle after twisting ( Fig . 8.116 ) . The warping of each and every cross section which results is as shown in Fig . 8.11a for the reference cross section of zero rotation which lies halfway between the ...
Page 174
... twisting moment T is applied abruptly to the assemblage . Compute and sketch the distribution of shear stress and shear strain over the combined cross section of the inner and the outer cylinder : A. Immediately upon application of T B ...
... twisting moment T is applied abruptly to the assemblage . Compute and sketch the distribution of shear stress and shear strain over the combined cross section of the inner and the outer cylinder : A. Immediately upon application of T B ...
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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