Introduction to Mechanics of Deformable Solids |
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Page 168
... length , and " same " end conditions lead to a contradiction if radial lines distort in the cross section or warp out of the cross section . conditions , symmetry requires the cross section midway between the two end cross sections of a ...
... length , and " same " end conditions lead to a contradiction if radial lines distort in the cross section or warp out of the cross section . conditions , symmetry requires the cross section midway between the two end cross sections of a ...
Page 251
... length in the a direction and by ec per unit length in the c direction . The changes in the dimensions b and h , tab and ech , produce new dimensions b ( 1 + € a ) and h ( 1 + c ) . The length of the diagonal becomes L + L = L ( 1 + en ) ...
... length in the a direction and by ec per unit length in the c direction . The changes in the dimensions b and h , tab and ech , produce new dimensions b ( 1 + € a ) and h ( 1 + c ) . The length of the diagonal becomes L + L = L ( 1 + en ) ...
Page 420
... 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 eigenvalue ...
... 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 eigenvalue ...
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Common terms and phrases
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