Engineering Mechanics of Materials |
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Page vi
... stress concentration in the rounded notch tip with a significant radius of curvature, approximate methods are therefore of great importance. To find a solution, one must know how stress concentration factor for rounded notch tip with a ...
... stress concentration in the rounded notch tip with a significant radius of curvature, approximate methods are therefore of great importance. To find a solution, one must know how stress concentration factor for rounded notch tip with a ...
Page 1
... concentration is associated with peaks , and gradients around the peaks , of the stress components . The previous comments apply ... Stress concentrations A J Durelli Introduction Advantages and disadvantages of stress analysis methods used.
... concentration is associated with peaks , and gradients around the peaks , of the stress components . The previous comments apply ... Stress concentrations A J Durelli Introduction Advantages and disadvantages of stress analysis methods used.
Page 110
... Stress at notch root of shafts under axially symmetric loading, Exp. Mech., Vol. 10, p. 534. Ching, A., Okubo, S., and Tsao, C. H., 1968, Stress concentration factors for multiple semi-elliptical notches in beams under pure bending, Exp ...
... Stress at notch root of shafts under axially symmetric loading, Exp. Mech., Vol. 10, p. 534. Ching, A., Okubo, S., and Tsao, C. H., 1968, Stress concentration factors for multiple semi-elliptical notches in beams under pure bending, Exp ...
Contents
T Shear and Moment at Specified Sections | 24 |
Stress Strain and Their Relationships | 53 |
Stresses and Strains in Axially Loaded Members | 115 |
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acting allowable angle of twist applied Assume axes axis beam bending cantilever centroidal circle column components compressive Compute Consider constant construct coordinate cross section curve deflection deformation depicted in Figure Determine developed diameter direction discussed elastic element energy equal equation equilibrium Example expressed factor failure flexural force free-body diagram function given inertia joint length limit load material maximum shear stress method modulus moment moments neutral axis normal stress Note obtained plane plot positive principal stresses Problem properties quantity ratio reactions Refer to Figure relation represents resist respect rotation segment shaft shown in Figure slope Solution Solve static steel strain strength structural subjected Substitution supported surface tensile tension theory tion torque unit yield zero