Introduction to Mechanics of Deformable Solids |
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Results 1-3 of 70
Page 15
... range . The real behavior , with small time effects ignored , is sup- posed as in Fig . 2.2 and repeated in Fig . 2.8 as a dashed line for each idealization except , of course , for the nonlinear - elastic . Linear - elastic The ...
... range . The real behavior , with small time effects ignored , is sup- posed as in Fig . 2.2 and repeated in Fig . 2.8 as a dashed line for each idealization except , of course , for the nonlinear - elastic . Linear - elastic The ...
Page 19
... range is followed by a linear - elastic - plastic range . Again there is an element of judgment in the choice of the initial yield point and in the slope of the work - hardening line , but a wide range can be covered easily . The ...
... range is followed by a linear - elastic - plastic range . Again there is an element of judgment in the choice of the initial yield point and in the slope of the work - hardening line , but a wide range can be covered easily . The ...
Page 200
... range in which the material is operating . A value close to is found in the inelastic range ; values of to are common in the elastic range ( Fig . 2.3 and table in Appendix ) . Away from end disturbances , the response to torque T by ...
... range in which the material is operating . A value close to is found in the inelastic range ; values of to are common in the elastic range ( Fig . 2.3 and table in Appendix ) . Away from end disturbances , the response to torque T by ...
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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