Abstract
The solutions for the problem of an infinite isotropic elastic solid stressed under tension T0 and containing a single internal crack of length c on the plane z=0 are given in a form suitable for the computation of the stresses and displacements at all points. These are used to find the stress distribution on, and the displacements of, the plane situated ½a from the plane containing the crack. The normal stress σz on za (as found above) is plotted as a function f(2uz) of the normal displacement uz and τrz is small compared with σz. A model is used in which the crack is considered to be bounded by the atoms centred on the planes z=±½a, these planes being the boundaries of two semi-infinite elastic solids. Equilibrium is maintained by postulating that an attractive force, f(z), acts between the atoms of these bounding planes when they are z+a apart. It is found that f(z) approximates to the law of force expected from atomic considerations, and the condition for unstable equilibrium of the crack, i.e. a value T0c of T0 such that for T0<T0c the crack closes (c decreases), and for T0>T0c the crack spreads (c increases), is found. The surface energy is calculated from the results and the equilibrium condition is found in a form similar to that of Griffith. Agreement is found with the experimental results of Griffith. In the absence of the tension T0, the crack cannot be maintained without an inclusion to prevent closing. Possible physical models are discussed.