A Rigid Curvilinear Polygonal Core in an Infinite Plate Under Tensions at Infinity and Shear

The function theoretic method of Muschelisvili for solving two dimensional problems in elasticity is employed to obtain solutions to the problems of a rigid curvilinear polygonal core in an infinite plate under (ii) an all-round tension at infinity, (ii) a uniform tension at infinity at an inclination to the x-axis and (iii) a uniform shear in the plane of the plate

On the Distribution of Stress Round the Edge of a Hole in a Deep Beam Under a Uniform Bending Moment

A solution to the problem of stress concentration due to the presence of an unstressed hole of a fairly general shape in a deep plate beam under a uniform bending moment is obtained. The solution is verified for the cases of circular and elliptic holes which are already known, and is applied to obtain some new results

On the Concentration of Stress Round the Edge of a Hole Bounded by Two Intersecting Circles in a Large Plate

A stress function in bipolar coordinates has been obtained to give the distribution of stress round the edge of a hole hounded by two intersecting circles in an infinite plate under uniform shear in the plane of the plate and some particular cases have been discussed

On the Distribution of Stress in a Deep Beam Containing Two Equal Circular Holes

The influence of two equal circular holes, placed symmetrically above and below the neutral axis of a deep plate beam on the distribution of stress in it, has been discussed. The values of the circumferential stress over the boundaries of the holes, α =0 8 and α = -o.8 are shown in a graph and discussed

A Note on the Problem of Dislocation in a Semi-Infinite Plate Containing a Circular Hole

A stress function giving the stress distribution due to dislocation in a semi-infinite plate containing an unstressed circular hole near the straight edge of the plate is obtained in bipolar co-ordinates after the work of Ghosh on the problems of dislocation in a circular plate containing an eccentric hole. The circumferential stresses over the hole boundary and the straight edge are calculated