A second order theory for large deflections of slender beams
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Publication:1051487
DOI10.1007/BF00944592zbMath0514.73041MaRDI QIDQ1051487
Publication date: 1983
Published in: ZAMP. Zeitschrift für angewandte Mathematik und Physik (Search for Journal in Brave)
large deflectionsasymptotic theorycircular cross sectiongeneral cross sectiongeneral equationslocal stress and strain fields of second order influenced by physical nonlinearitiesphysical nonlinearities have greater influence than geometrical nonlinearitiesslender beamsymmetric cross sectionT-profil section
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Bifurcation and buckling (74G60)
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Cites Work
