Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 90
Page 22
... tension in the linear - elastic domain carry over without any change : € = σ / E , δ = PL / AE , and Elat = -ve . Modulus of elasticity and Poisson's ratio have the same value for tension and compression . Quite independently of this ...
... tension in the linear - elastic domain carry over without any change : € = σ / E , δ = PL / AE , and Elat = -ve . Modulus of elasticity and Poisson's ratio have the same value for tension and compression . Quite independently of this ...
Page 61
... tension T , Y σ , € E , C , c € = σ / E de ༄ | ཁྱ = = de + dep σ C 1 do σ + Em dt CM EK + CK 1 do dt Em dt de dt n + ( - ) * G , C's , Cs Y = T / G dy = dye + dyp de = | S | dy dt dt = = T = = T C's 1 dr GM dt Сам GKY + C & K 1 dr + GM ...
... tension T , Y σ , € E , C , c € = σ / E de ༄ | ཁྱ = = de + dep σ C 1 do σ + Em dt CM EK + CK 1 do dt Em dt de dt n + ( - ) * G , C's , Cs Y = T / G dy = dye + dyp de = | S | dy dt dt = = T = = T C's 1 dr GM dt Сам GKY + C & K 1 dr + GM ...
Page 433
... tension specimen , 17 in thick - walled cylinder , 197 pressure plus tension , 314 , 316 , 318 tension plus torsion , 300 , 301 , 308 in thin pressurized tube , 79 in tube assemblage , pressure plus tension , 313 , 315 tension plus ...
... tension specimen , 17 in thick - walled cylinder , 197 pressure plus tension , 314 , 316 , 318 tension plus torsion , 300 , 301 , 308 in thin pressurized tube , 79 in tube assemblage , pressure plus tension , 313 , 315 tension plus ...
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