Introduction to Mechanics of Deformable Solids |
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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 346
... solved by superposition with relatively little 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 . 14.10 and ...
... solved by superposition with relatively little 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 . 14.10 and ...
Page 378
... solved conveniently and general theorems of mechanics of solids to be formulated and proved . Our purpose in this section , however , is to clarify meaning rather than to display advantages of technique . The simple problems to be ...
... solved conveniently and general theorems of mechanics of solids to be formulated and proved . Our purpose in this section , however , is to clarify meaning rather than to display advantages of technique . The simple problems to be ...
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Common terms and phrases
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