Introduction to Mechanics of Deformable Solids |
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Page 197
... initial response of a Maxwell or four - element material , because the initial response is linear- elastic . It is obvious also for the initial ( linear - viscous ) response of a Kelvin material . Strong evidence of its generality is ...
... initial response of a Maxwell or four - element material , because the initial response is linear- elastic . It is obvious also for the initial ( linear - viscous ) response of a Kelvin material . Strong evidence of its generality is ...
Page 211
... initial yield points ( the initial yield curve ) separates the states of stress σa , σe on the inside , for which the response of the original material is purely elastic or almost so , from the states of stress on the outside , which ...
... initial yield points ( the initial yield curve ) separates the states of stress σa , σe on the inside , for which the response of the original material is purely elastic or almost so , from the states of stress on the outside , which ...
Page 438
... Initial deflection or imperfection , 410 Initial stress , 96 Initial yield ( see Yield , initial ) Instability ( see Buckling , Column ; Necking ) Interior pressure , 73 in spherical shell assemblage , 185–190 in thick - walled sphere ...
... Initial deflection or imperfection , 410 Initial stress , 96 Initial yield ( see Yield , initial ) Instability ( see Buckling , Column ; Necking ) Interior pressure , 73 in spherical shell assemblage , 185–190 in thick - walled sphere ...
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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