Strength of Materials |
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Page 113
... implant . In the latter case , the bone is hollow with D1 = 2 cm . Ebone = 20 GPa , Ealloy Solution The deformation is given by = 160 GPa . e = EL = L = PL AE where P = 1000 N L = 10 cm X - ray picture of porous metal implant in a ...
... implant . In the latter case , the bone is hollow with D1 = 2 cm . Ebone = 20 GPa , Ealloy Solution The deformation is given by = 160 GPa . e = EL = L = PL AE where P = 1000 N L = 10 cm X - ray picture of porous metal implant in a ...
Page 239
... implant ( Fig . 9-3 ) ? To gain understanding of the whole range of possi- bilities , consider two extreme cases by passing imaginary cutting planes through the member . These are planes A and B in Fig . 9-13 . The respective cross ...
... implant ( Fig . 9-3 ) ? To gain understanding of the whole range of possi- bilities , consider two extreme cases by passing imaginary cutting planes through the member . These are planes A and B in Fig . 9-13 . The respective cross ...
Page 246
... implant . The implant is from 0.35L to 0.55L . In this case the purpose of the analysis is not to reveal a design problem with the implant ( because strength is more important than elastic deformations ) but to find out if there might ...
... implant . The implant is from 0.35L to 0.55L . In this case the purpose of the analysis is not to reveal a design problem with the implant ( because strength is more important than elastic deformations ) but to find out if there might ...
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