A general iterative numerical approach to the finite deflection analysis of beams

DOI10.1016/0045-7949(86)90059-3zbMath0573.73091OpenAlexW2012175826MaRDI QIDQ3691221

B. Satya Sai Kumar, T. K. Varadan, Gangan Prathap

Publication date: 1986

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(86)90059-3

zbMATH Keywords

stressesgoverning equationnonlinear bending analysisdeflectionsclampedhingedany edge conditionsbeam with immovable endsexact expression for curvatureexact iterative methodinplane and transverse displacements of the neutral axisnonlinearity arising from axial forcestretching of the neutral axis

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20)

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