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.
|Numero di pagine||7|
|Stato di pubblicazione||Published - 2006|
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Building and Construction