Introduction to Mechanics of Deformable Solids |
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Page 412
... column with hinged ends , P2 may not be significant in design . The maximum load Pmax the column can carry before failure may be far less than Ph . A first step in a more complete analysis is the comparison of the average compressive ...
... column with hinged ends , P2 may not be significant in design . The maximum load Pmax the column can carry before failure may be far less than Ph . A first step in a more complete analysis is the comparison of the average compressive ...
Page 420
... column of length L1 is shown in Fig . 16.3c , a propped cantilever column ( fixed at one end and hinged at the other ) of length L2 is drawn in Fig . 16.7b , and a continuous column is illustrated in Fig . 16.7c . Each leads to an ...
... column of length L1 is shown in Fig . 16.3c , a propped cantilever column ( fixed at one end and hinged at the other ) of length L2 is drawn in Fig . 16.7b , and a continuous column is illustrated in Fig . 16.7c . Each leads to an ...
Page 434
... column , 6 , 403 deflection amplification , 407 , 411 differential equation , 404 , 427 initial deflection v1 , 411 transverse load q , Q , 421 variable EI , P , q , 427 linear elastic , cantilever , 404-407 eccentric loading , 426 ...
... column , 6 , 403 deflection amplification , 407 , 411 differential equation , 404 , 427 initial deflection v1 , 411 transverse load q , Q , 421 variable EI , P , q , 427 linear elastic , cantilever , 404-407 eccentric loading , 426 ...
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angle applied assemblage axes axial force beam behavior buckling cantilever centroid circular circumferential column compatibility components of stress compression constant creep cross section cylinder deflection diameter direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load M₂ material maximum Maxwell material modulus Mohr's circle neutral axis nonlinear nonlinear-viscous normal stress P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem radial radius ratio rotation shaft shear center 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 temperature tensile stress thick-walled time-dependent torsion twisting uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ