| dc.contributor.author | Jiang, P | |
| dc.contributor.author | Zheng, H | |
| dc.contributor.author | Xiong, J | |
| dc.contributor.author | Wen, P | |
| dc.date.accessioned | 2021-05-27T15:16:10Z | |
| dc.date.available | 2021-05-27T15:16:10Z | |
| dc.date.issued | 2021-07-01 | |
| dc.identifier.issn | 0955-7997 | |
| dc.identifier.uri | https://qmro.qmul.ac.uk/xmlui/handle/123456789/72130 | |
| dc.description.abstract | In this paper, the elastic-plastic analysis of cantilever beam and the Reinforced Concrete (RC) column-Steel (S) beam connection are studied using the Radial Basis Function- Finite Difference (RBF-FD) method. A direct method using bilinear nodes is proposed to deal with the instability caused by the first derivative calculation in the traditional RBF-FD method. Based on the idea of gradient projection method, the improved RBF-FD method is further applied to the multi-domain material nonlinearity. Numerical results are validated with the finite element method software (COMSOL). | en_US |
| dc.format.extent | 188 - 194 | |
| dc.relation.ispartof | Engineering Analysis with Boundary Elements | |
| dc.title | Nonlinear elastic-plastic analysis of reinforced concrete column-steel beam connection by RBF-FD method | en_US |
| dc.type | Article | en_US |
| dc.identifier.doi | 10.1016/j.enganabound.2021.04.003 | |
| pubs.notes | Not known | en_US |
| pubs.publication-status | Accepted | en_US |
| pubs.volume | 128 | en_US |
