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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aluminum applied assemblage axial force beam behavior change in length circle circumferential column components of stress computed constant cross section cylinder dashpot deflection diameter dimensions direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous HR steel idealization increase inelastic initial interior pressure isotropic Kelvin material linear Maxwell linear-elastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic deformation plastic-limit Prob problem pure bending radial radius ratio residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear simple tension solution statically statically indeterminate stress and strain stress-strain curve stress-strain relations structural Suppose surface symmetry t₁ temperature tensile stress thick-walled thickness time-dependent torsion uniaxial uniform unloading versus viscous yield point yield stress Young's modulus zero ΕΙ σα σο στ