The results of an experimental campaign on bond performance of steel bars placed into steel boxes, filled with high performance mortar, are presented. Steel boxes are inserted into concrete slabs as part of the foundation element of a precast system. Different anchorage lengths were investigated. Results were used to calibrate a simple relation to design minimum anchorage length.

VALUTAZIONE DELLA CAPACITÁ DI ADERENZA DI BARRE DI ARMATURA DI PILASTRI PREFABBRICATI ANCORATE IN FONDAZIONE MEDIANTE SCATOLARI

BACCI, LORENZO;MAZZOTTI, CLAUDIO;CHINNI, CIRIACO
2014

Abstract

The results of an experimental campaign on bond performance of steel bars placed into steel boxes, filled with high performance mortar, are presented. Steel boxes are inserted into concrete slabs as part of the foundation element of a precast system. Different anchorage lengths were investigated. Results were used to calibrate a simple relation to design minimum anchorage length.
Atti 20° Congresso C.T.E.
427
433
LORENZO BACCI; CLAUDIO MAZZOTTI; CIRIACO CHINNI
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11585/395093
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