Simply Supported Corner Plateby M.G. Salvadori,
Serial Information: Journal of the Structural Division, 1960, Vol. 86, Issue 11, Pg. 141-156
Document Type: Journal Paper
Abstract: 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: Domain boundary | Plates | Load factors | Bending (structural) | Moment (mechanics) | Boundary shear | Finite difference method | Boundary value problem
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