Nonlinear elastic-plastic analysis of reinforced concrete column-steel beam connection by RBF-FD method
نویسندگان
چکیده
In this paper, the elastic-plastic analysis of cantilever beam and Reinforced Concrete (RC) column-Steel (S) connection are studied using Radial Basis Function- Finite Difference (RBF-FD) method. A direct method bilinear nodes is proposed to deal with instability caused by first derivative calculation in traditional RBF-FD Based on idea gradient projection method, improved further applied multi-domain material nonlinearity. Numerical results validated finite element software (COMSOL).
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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.2021.04.003