Examined the phenomenon of corrosion of reinforcement induced by the metal chlorides in concrete structures exposed to salt spray and the requirements of UNI-EN 206 and "Guidelines of the Ministry of Public Works on structural concrete", the authors analyze the results of an experiment conducted on cubic specimens made with three mix-design: mix 976 with Rck 30/35 and portland cement 42.5 title; mix with Rck 977 25/30 and pozzolanic cement Title 32.5; mix 978 with Rck 30/35 and pozzolanic cement 32.5 title. The experiment was carried out using accelerated aging tests.
Il degrado delle strutture in cemento armato: tra teoria e sperimentazione - la corrosione delle armature indotta dai cloruri dell'acqua di mare per strutture esposte alla nebbia salina / Iovino, Renato; Fascia, Flavia; Emanuele La, Mantia. - 1:(2014), pp. 113-127. (Intervento presentato al convegno III Congresso Internazionale Concrete 2014 tenutosi a Termoli nel 25 - 26 settembre 2014).
Il degrado delle strutture in cemento armato: tra teoria e sperimentazione - la corrosione delle armature indotta dai cloruri dell'acqua di mare per strutture esposte alla nebbia salina
IOVINO, RENATO;FASCIA, FLAVIA;
2014
Abstract
Examined the phenomenon of corrosion of reinforcement induced by the metal chlorides in concrete structures exposed to salt spray and the requirements of UNI-EN 206 and "Guidelines of the Ministry of Public Works on structural concrete", the authors analyze the results of an experiment conducted on cubic specimens made with three mix-design: mix 976 with Rck 30/35 and portland cement 42.5 title; mix with Rck 977 25/30 and pozzolanic cement Title 32.5; mix 978 with Rck 30/35 and pozzolanic cement 32.5 title. The experiment was carried out using accelerated aging tests.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.