Peridynamics for geometrically nonlinear analysis of three-dimensional beam structures

نویسندگان

چکیده

This study presents a novel peridynamic model for geometrically nonlinear analysis of three-dimensional beam structures. The formulations strain energy densities is obtained by using Total Lagrange formulation. structures are based on the principle virtual displacements. capability proposed demonstrated considering large deformations straight beams and curved subjected to different loading conditions. To further demonstrate capabilities model, damages dry spaghetti conditions simulated.

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ژورنال

عنوان ژورنال: Engineering Analysis With Boundary Elements

سال: 2021

ISSN: ['0955-7997', '1873-197X']

DOI: https://doi.org/10.1016/j.enganabound.2021.02.010