| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 268829 | Engineering Structures | 2009 | 12 Pages |
Abstract
The paper presents a simple approach to evaluate the response of statically determined steel beams reinforced by carbon fiber reinforced polymer (CFRP) plates in the elastic–plastic regime. The formulation is applied to two cases: simply supported beams both with distributed and concentrated load. The proposed solution is validated by comparison with experimental data available in the literature.
Keywords
Related Topics
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Geotechnical Engineering and Engineering Geology
Authors
Massimiliano Bocciarelli,