Introduction to Mechanics of Deformable Solids |
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Results 1-3 of 32
Page 19
... solved with an unspecified value of σ and the appropriate value inserted after the solution is obtained . Of course , this kind of consideration does not really arise in the problem of the bar in simple tension but will come up later in ...
... solved with an unspecified value of σ and the appropriate value inserted after the solution is obtained . Of course , this kind of consideration does not really arise in the problem of the bar in simple tension but will come up later in ...
Page 194
... solved for linear - elastic response either by adding the known effect of the axial force alone ( R / A or as in Sec ... solving the exact linear - elastic problem for the central region L of an isotropic homogeneous thick - walled tube ...
... solved for linear - elastic response either by adding the known effect of the axial force alone ( R / A or as in Sec ... solving the exact linear - elastic problem for the central region L of an isotropic homogeneous thick - walled tube ...
Page 346
... solved by superposition with relatively little effort . Figure 14.13 may provide a more convincing demonstration . If not con- vincing , it is at least more realistic because it is not trivial . The beam is the same one drawn in Fig ...
... solved by superposition with relatively little effort . Figure 14.13 may provide a more convincing demonstration . If not con- vincing , it is at least more realistic because it is not trivial . The beam is the same one drawn in Fig ...
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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