Three-Dimensional Crack Problems |
Contents
Editors preface | xi |
Chapter 1 | xxxviii |
A pair of concentrated tangential forces | 34 |
Copyright | |
39 other sections not shown
Common terms and phrases
A₁(s applied axis Bessel function boundary conditions C₁ coefficients conditions in equations constant coordinates cosh coth sh crack border crack plane crack problems crack surfaces cylinder displacement and stress dr² dual integral equations dx² elastic solid elliptical crack equal and opposite expressions fracture Fracture Mechanics Fredholm integral equation given by equations half space infinite solid intensity factor isotropic J₁ rs)ds Jo(rs)ds k₂ Kassir kernel Laplace transform layer loading material normal stress obtained pair of dual penny-shaped crack plane z=0 Poisson's ratio r₁ radial shear rp(r)dr s(z+h satisfied shear modulus shear stress shown in Figure sin² sinh Sneddon solved specified strain energy stress components stress field stress-intensity factor stress-intensity factor k₁ Stress-intensity factor versus symmetric sz)ds temperature To(r torsional u₂ values wave σ₂ ду дх