Strength of Materials |
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Page 18
... depends on the magnitude of F ,. It is often assumed that at distances larger than the largest transverse dimension of the member the stress does not depend on how or where a given force is applied at the boundary . Thus , if the ...
... depends on the magnitude of F ,. It is often assumed that at distances larger than the largest transverse dimension of the member the stress does not depend on how or where a given force is applied at the boundary . Thus , if the ...
Page 90
... depend on time themselves . A few examples are mentioned here . Microstructure depends on the time that a material spends at certain temperatures ( especially at elevated temperatures ) . Chemical effects depend on time in obvious ways ...
... depend on time themselves . A few examples are mentioned here . Microstructure depends on the time that a material spends at certain temperatures ( especially at elevated temperatures ) . Chemical effects depend on time in obvious ways ...
Page 302
... depend on the material except that it is not valid if there is yielding . K , is a geometric factor that depends strongly on the radius of curvature of the notch . A small radius means K , is high . It is for this reason that brittle ...
... depend on the material except that it is not valid if there is yielding . K , is a geometric factor that depends strongly on the radius of curvature of the notch . A small radius means K , is high . It is for this reason that brittle ...
Contents
INTRODUCTION | 1 |
2 | 36 |
MECHANICAL PROPERTIES OF MATERIALS | 73 |
Copyright | |
13 other sections not shown
Common terms and phrases
angle applied Assume axial beam bending brittle buckling calculated caused cm² column compressive stress concrete Consider constant crack cross section cross-sectional area curvature cyclic cylindrical deflection Determine diameter ductile elastic strain element elongation equations equilibrium EXAMPLE extensometer external load factors of safety failure fatigue fibers fracture free-body diagram ft-lb given GPa Fig implant in² increase lb/ft magnitude maximum shear stress maximum stress metal minimum modulus Mohr's circle neutral axis normal stress notch plane plastic deformation plate plot pole pressure Prob problems R₁ radius residual stresses shaft shear force shear strain shear strength shown in Fig Solution specimen steel strain gages strength of materials stress distribution stress-strain curve temperature tensile stress tension thickness Tmax torque torsion tube versus vertical weld wire yield strength zero