Abstract
An approximate physical model for evaluation of the M-V interaction resistance domains for concrete elements strengthened with FRP sheets is presented. The reliability of the model in predicting flexureshear capacity is verified by a comparison with the results of several experimental tests.
Lingua originale | English |
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Pagine | 1237-1243 |
Numero di pagine | 7 |
Stato di pubblicazione | Published - 2006 |
All Science Journal Classification (ASJC) codes
- ???subjectarea.asjc.2200.2205???
- ???subjectarea.asjc.2200.2215???