Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 17
Page 25
... factor of safety against brittle frac- ture might well exceed 5 , while ensuring against excessive elastic deformation would require a factor less than 2 when the uncertainty of loading is about the same in all three cases . o = W Two ...
... factor of safety against brittle frac- ture might well exceed 5 , while ensuring against excessive elastic deformation would require a factor less than 2 when the uncertainty of loading is about the same in all three cases . o = W Two ...
Page 44
... factor of safety , and of working loads and stresses for time - independent behavior is relevant for time - dependent behavior as well . A material does not know how it has been idealized . Deformation and frac- ture will be more or ...
... factor of safety , and of working loads and stresses for time - independent behavior is relevant for time - dependent behavior as well . A material does not know how it has been idealized . Deformation and frac- ture will be more or ...
Page 87
... factor of safety of 2 against yielding . Give all steps explicitly . A. Mild steel similar to 1020 HR B. 2024 - T4 5.3 At the working load in Prob . 5.2 : A. Compute the change in diameter . Do you need to know the answer to Prob . 5.2 ...
... factor of safety of 2 against yielding . Give all steps explicitly . A. Mild steel similar to 1020 HR B. 2024 - T4 5.3 At the working load in Prob . 5.2 : A. Compute the change in diameter . Do you need to know the answer to Prob . 5.2 ...
Other editions - View all
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