Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 68
Page 88
... answer to ( A ) and your answer to ( B ) within a factor of 3 ? Explain . 5.14 Like Prob . 5.13 , but for a load of 8600 lb. 5.15 A. Design a spherical pressure vessel of steel similar to 1020 HR to hold 400 ft of gas at a working ...
... answer to ( A ) and your answer to ( B ) within a factor of 3 ? Explain . 5.14 Like Prob . 5.13 , but for a load of 8600 lb. 5.15 A. Design a spherical pressure vessel of steel similar to 1020 HR to hold 400 ft of gas at a working ...
Page 354
... answer to part C were t1 hr , what time would be required at 4500 rpm for a -in . increase in length ? Do not find t1 ; simply express your answer in terms of t1 . B. If the answer to part A of Prob . 14.5 shows the maximum tensile ...
... answer to part C were t1 hr , what time would be required at 4500 rpm for a -in . increase in length ? Do not find t1 ; simply express your answer in terms of t1 . B. If the answer to part A of Prob . 14.5 shows the maximum tensile ...
Page 399
... answer than ( 15.5 : 9 ) when M " < 17M ' , it is not the best answer . The plastic hinge for positive moment should be , not at the quarter point , but at some other location x = a ( Fig . 15.9c ) . Virtual work then gives ( qoL ) A ...
... answer than ( 15.5 : 9 ) when M " < 17M ' , it is not the best answer . The plastic hinge for positive moment should be , not at the quarter point , but at some other location x = a ( Fig . 15.9c ) . Virtual work then gives ( qoL ) A ...
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