2012/07/29 by Eli Hanukah, Hanukah, E, Bella Goldshtein +1 · 1 citation
Engineering · #Classical Physics (physics.class-ph) #Dynamics and Control of Mechanical Systems #Elasticity and Material Modeling #Elasticity and Wave Propagation #FOS: Physical sciences
paper · pdf · doi:10.48550/arxiv.1207.6767
openalex publication_date 2012/07/29 · openalex created_date 2025/10/10 · openalex updated_date 2026/07/28
The development of a nonlinear structural theory (model) for isotropic linear-elastic finite continua is the main objective of the study. To derive the theory, we used Taylor's multivariable expansion and Bubnov-Galerkin's weak formulation. The resulting formulation is consistent with elasticity theory. As a special case, we consider second order theory, resulting in 30 internal degrees of freedom (IDF). A set of 30 ordinary differential equations (ODE) is derived and must be solved to determine the deformation field. ODEs depend on the initial and actual geometry of the structure, loads and material properties. Our theory can be used to derive analytical or numerical solutions. Aspects of generalization of the method to solids with nonlinear constitutive relations are presented.