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CHAPTER PAGE I STRESS AND STRAIN i Introductory
Stress Definitions and notation
Stresses in two dimensions
50 other sections not shown
angle assumed axes of strain behaviour biharmonic equation calculated components of strain components of stress compression confining pressure constant corresponding cos2 Coulomb-Navier crack criterion cylinder direction cosines discussed displacement equations of motion equilibrium failure finite fluid follows fracture friction Geol given gives homogeneous strain horizontal hydrostatic inclined infinitesimal strain length linear major axis material mathematical maximum shear stress Mohr circle Mohr envelope normal stress perpendicular plane of weakness plane strain plane whose normal principal axes principal stresses problems pure shear quantities radius rate of strain region rock rotation satisfy shear strain shear strength shear stress shown in Fig simple simple shear sin2 solid solution strain ellipse strain ellipsoid stress and strain stress-strain curve stress-strain relations substance Suppose surface tangential stress tensile tension Theory of Elasticity three dimensions tion unstrained velocity viscosity waves yield stress zero