Introduction to Mechanics of Deformable Solids |
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Page 412
... column with hinged ends , Ph 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 , Ph 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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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