Peridynamic formulations for planar arbitrarily curved beams with Euler-Bernoulli beam model

Peridynamic formulations for planar arbitrarily curved beams with Euler-Bernoulli beam model

Tạp chí thuộc SCIE| Tháng 01, 2025

Tác giả: Zwe Yan Aung, Duy Vo, Pana Suttakul, Elena Atroshchenko, Tinh Quoc Bui, Jaroon Rungamornrat

The role of machine learning for insight into the material behavior of lattices: A surrogate model based on data from finite element simulation

Authors: Zwe Yan Aung,  Duy Vo,  Pana Suttakul,  Elena Atroshchenko,  Tinh Quoc Bui,  Jaroon Rungamornrat

Journal: Thin-walled Structures

Link: https://doi.org/10.1016/j.tws.2024.112278

Abstract: This study presents two peridynamic formulations for analysis of planar arbitrarily curved beams using kinematic assumptions of Euler-Bernoulli beam model. Only displacement components of the beam axis are considered as kinematic unknowns. The principle of virtual work is used to derive equilibrium equations and boundary conditions. The equilibrium equations are presented in two forms, i.e., one in terms of cross-sectional stress resultants and one in terms of displacement components of the beam axis. Then, two peridynamic formulations are developed respectively from two forms of equilibrium equations by employing peridynamic functions, which are constructed with the concept of peridynamic differential operators. Several examples are presented to elucidate the performance of the proposed formulations in some regards, i.e., numerical precision, convergence properties, and robustness with respect to the membrane locking effect.

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