| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 8965213 | Computers & Structures | 2018 | 15 Pages |
Abstract
The proposed curved beam model is implemented in a standard FE analysis code and is used to perform several numerical applications. After validating the proposed formulation through benchmarking tests under linear elastic material response, the numerical simulation of six experimental tests is shown, concerning masonry arches characterized by different shapes and undergoing in-plane bending. The numerical results are validated through experimental outcomes and other FE models.
Related Topics
Physical Sciences and Engineering
Computer Science
Computer Science Applications
Authors
Paolo Di Re, Daniela Addessi, Elio Sacco,