Simply Supported Corner Plateby Mario G. Salvadori,
H. C. Reggini,
Serial Information: Transactions of the American Society of Civil Engineers, 1961, Vol. 126, Issue 2, Pg. 537-549
Document Type: Journal Paper
Support by two parallel boundaries, each composed of two semi-infinite straight lines meeting at right angles uniformly loaded, is considered; bending and twisting moments and shears and boundary reactions in plate are determined by finite-difference integration of corresponding boundary value problem; penetration into side strips of disturbance represented by corner is negligible at distance from inner corner of order of width of side strips.
Subject Headings: Plates | Domain boundary | Finite difference method | Load factors | Bending (structural) | Moment (mechanics) | Boundary value problem | Boundary shear
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