3-DIMENSIONAL STRESS SYSTEMS IN ISOTROPIC PLATES .1.

[1] Dougall J, 1914, T R SOC EDINBURGH, V49, P895

[2] Dougall J., 1904, T ROY SOC EDINBURGH, V41, P129

[3] On an approximate solution for the bending of a beam of rectangular cross-section under any system of load, with special reference to points of concentrated or discontinuous loading. [J]. PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY OF LONDON SERIES A-CONTAINING PAPERS OF A MATHEMATICAL OR PHYSICAL CHARACTER, 1903, 201 : 63 - 155

[4] GHOSH S, 1946, B CALCUTTA MATH SOC, V38, P10

[5] GHOSH S, 1946, B CALCUTTA MATH SOC, V38, P45

[6] Gray A., 1922, TREATISE BESSEL FUNC

[7] GREEN AE, 1945, P CAMB PHILOS SOC, V41, P224

[8] Newman F.W., 1883, T CAMBRIDGE PHILOS S, V13, P145

[9] Southwell RV, 1936, PHILOS MAG, V21, P201

[10] Watson G.N., 1944, TREATISE THEORY BESS

[1] Dougall J, 1914, T R SOC EDINBURGH, V49, P895

[2] Dougall J., 1904, T ROY SOC EDINBURGH, V41, P129

[3] On an approximate solution for the bending of a beam of rectangular cross-section under any system of load, with special reference to points of concentrated or discontinuous loading. [J]. PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY OF LONDON SERIES A-CONTAINING PAPERS OF A MATHEMATICAL OR PHYSICAL CHARACTER, 1903, 201 : 63 - 155

[4] GHOSH S, 1946, B CALCUTTA MATH SOC, V38, P10

[5] GHOSH S, 1946, B CALCUTTA MATH SOC, V38, P45

[6] Gray A., 1922, TREATISE BESSEL FUNC

[7] GREEN AE, 1945, P CAMB PHILOS SOC, V41, P224

[8] Newman F.W., 1883, T CAMBRIDGE PHILOS S, V13, P145

[9] Southwell RV, 1936, PHILOS MAG, V21, P201

[10] Watson G.N., 1944, TREATISE THEORY BESS