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 elasticplastic 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.
Response of statically determined steel beams reinforced by CFRP plates in the elastic-plastic regime
BOCCIARELLI, MASSIMILIANO
2009-01-01
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 elasticplastic 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.File in questo prodotto:
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