Strength of Materials |
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Page 43
Bela Imre Sandor. 2-3 . SHEAR STRAIN Angular distortions are called shear strains . For a model of this , consider the rectangular element in Fig . 2-2 . Its lower side is fixed and a shearing force S is b a S Fig . 2-2 . Model for the ...
Bela Imre Sandor. 2-3 . SHEAR STRAIN Angular distortions are called shear strains . For a model of this , consider the rectangular element in Fig . 2-2 . Its lower side is fixed and a shearing force S is b a S Fig . 2-2 . Model for the ...
Page 46
... strain along the x - axis axial strain along the y - axis ( 1 to x ) axial strain along an arbitrary line inclined by an angle to the x - axis shear strain of originally orthogonal x - y - axes shear strain in direction of the line ...
... strain along the x - axis axial strain along the y - axis ( 1 to x ) axial strain along an arbitrary line inclined by an angle to the x - axis shear strain of originally orthogonal x - y - axes shear strain in direction of the line ...
Page 240
... shear defor- mation of composite material . = Yave Y1Y2 Y Fig . 9-15 . Stresses in composite material under strain ... strain curves . This is similar to the axial strain control condition discussed earlier . Return now to the original ...
... shear defor- mation of composite material . = Yave Y1Y2 Y Fig . 9-15 . Stresses in composite material under strain ... strain curves . This is similar to the axial strain control condition discussed earlier . Return now to the original ...
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