A three‐dimensional non‐linear Timoshenko beam based on the core‐congruential formulation
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Publication:4293190
DOI10.1002/nme.1620362106zbMath0817.73060OpenAlexW2106599528MaRDI QIDQ4293190
Luis A. Crivelli, Carlos A. Felippa
Publication date: 1 August 1995
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.1620362106
total Lagrangian descriptiontwelve degrees of freedomsecond Piola-Kirchhoff stressesGreen-Lagrange strainsinternal force vectorfinite rotation measure
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Finite element methods applied to problems in solid mechanics (74S05)
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