Ak. Soh et Ck. Soh, ELIMINATION OF SELF-STRAINING IN 4-NODED PLATE ELEMENTS FOR LARGE DEFLECTION ANALYSIS, Computers & structures, 47(2), 1993, pp. 341-342
A method has been proposed to solve the self-straining problem of four
-noded plate elements by analysing large deflection problems. The resu
lts obtained by the proposed method for a test example are found to be
in good agreement with those of the exact solution.