The paper faces the problem of the evaluation of the increase of strength obtained by means of the FRP application at the intrados of a simple masonry structure, made by two piers and an arch, which can be considered the reference module of typical bridge structural schemes. In this framework a simplified analytical model able to estimate the failure domain of the FRP reinforced structure is validated through a comparison with the results of a non linear numerical model.
Rinaldi, Z., Ianniruberto, U. (2006). Reliability of simplified analytical models for the analysis of FRP reinforced masonry frames. In Proc. Int. Conf. Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost – IABMAS 06. Balkema.
Reliability of simplified analytical models for the analysis of FRP reinforced masonry frames
RINALDI, ZILA;IANNIRUBERTO, UGO
2006-01-01
Abstract
The paper faces the problem of the evaluation of the increase of strength obtained by means of the FRP application at the intrados of a simple masonry structure, made by two piers and an arch, which can be considered the reference module of typical bridge structural schemes. In this framework a simplified analytical model able to estimate the failure domain of the FRP reinforced structure is validated through a comparison with the results of a non linear numerical model.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
