Mechanics of Materials |
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Page 92
... proportional limit , the stress - strain diagram ceases to be a straight line and Eq . 3-5 is no longer valid . Fig . 3-13 Strain Hardening . If a specimen of ductile material , 92 CH . 3 MECHANICAL PROPERTIES OF MATERIALS Hooke's Law.
... proportional limit , the stress - strain diagram ceases to be a straight line and Eq . 3-5 is no longer valid . Fig . 3-13 Strain Hardening . If a specimen of ductile material , 92 CH . 3 MECHANICAL PROPERTIES OF MATERIALS Hooke's Law.
Page 827
... Hooke's law , 524 Glulam beams , 558 Hencky , H. , 538 Hertz , 189 Homogeneous material , 26 Hooke , Robert , 92 Hooke's law , 92 , 524 Hoop stress , 420 Horsepower , 189 Huber , M. , 538 Hydrostatic loading , 527 Ideal column , 660 ...
... Hooke's law , 524 Glulam beams , 558 Hencky , H. , 538 Hertz , 189 Homogeneous material , 26 Hooke , Robert , 92 Hooke's law , 92 , 524 Hoop stress , 420 Horsepower , 189 Huber , M. , 538 Hydrostatic loading , 527 Ideal column , 660 ...
Page 827
... Hooke's law , 524 Glulam beams , 558 Hencky , H. , 538 Hertz , 189 Homogeneous material , 26 Hooke , Robert , 92 Hooke's law , 92 , 524 Hoop stress , 420 Horsepower , 189 Huber , M. , 538 Hydrostatic loading , 527 Material anisotropic ...
... Hooke's law , 524 Glulam beams , 558 Hencky , H. , 538 Hertz , 189 Homogeneous material , 26 Hooke , Robert , 92 Hooke's law , 92 , 524 Hoop stress , 420 Horsepower , 189 Huber , M. , 538 Hydrostatic loading , 527 Material anisotropic ...
Common terms and phrases
allowable shear stress aluminum angle of twist Applying Eq average normal stress axes axial force axial load beam's bolt buckling caused centroid column compressive computed constant cross section cross-sectional area deflection deformation Determine the maximum diameter distributed load elastic curve element Example factor of safety free-body diagram ft Prob Hooke's law in² inertia kip/ft kN·m kN/m length linear-elastic loading shown located material maximum bending stress maximum in-plane shear maximum shear stress modulus of elasticity Mohr's circle moment of inertia neutral axis normal strain plane stress plastic principal stresses radius reactions sectional area segment shaft shear flow shear force shear strain shown in Fig SOLUTION Solve Prob statically indeterminate steel strain energy stress acting stress at points stress components stress distribution stress-strain diagram thickness Tmax torque torsional tube vertical yield zero ΕΙ