Influence of steel–concrete interface quality on reinforcement corrosion induced by chlorides
Magazine of Concrete Research, 2003 - icevirtuallibrary.com
To evaluate the degree of corrosion, reinforcements of 14-year-old and 17-year-old concrete
members were completely exposed. These 3 m long beams were stored in three-point …
members were completely exposed. These 3 m long beams were stored in three-point …
[引用][C] Influence of steel-concrete interface quality on reinforcement corrosion induced by chlorides
A CASTEL, T VIDAL, R FRANCOIS… - Magazine of Concrete …, 2003 - pascal-francis.inist.fr
Influence of steel-concrete interface quality on reinforcement corrosion induced by chlorides
CNRS Inist Pascal-Francis CNRS Pascal and Francis Bibliographic Databases Simple …
CNRS Inist Pascal-Francis CNRS Pascal and Francis Bibliographic Databases Simple …
Influence of steel–concrete interface quality on reinforcement corrosion induced by chlorides
A Castel, T Vidal, R François, G Arliguie - Magazine of Concrete …, 2003 - hal.science
To evaluate the degree of corrosion, reinforcements of 14-year-old and 17-year-old concrete
members were completely exposed. These 3 m long beams were stored in three-point …
members were completely exposed. These 3 m long beams were stored in three-point …
INFLUENCE OF STEEL-CONCRETE INTERFACE QUALITY ON REINFORCEMENT CORROSION INDUCED BY CHLORIDES
A Castel, T VIADL, R Francois… - MAGAZINE OF …, 2003 - trid.trb.org
To evaluate the degree of corrosion, reinforcements of 14-year-old and 17-year-old concrete
members were completely exposed. These 3 m long beams were stored in three-point …
members were completely exposed. These 3 m long beams were stored in three-point …
Influence of steel–concrete interface quality on reinforcement corrosion induced by chlorides
A Castel, T Vidal, R François… - Magazine of Concrete …, 2003 - hal.insa-toulouse.fr
To evaluate the degree of corrosion, reinforcements of 14-year-old and 17-year-old concrete
members were completely exposed. These 3 m long beams were stored in three-point …
members were completely exposed. These 3 m long beams were stored in three-point …
Influence of steel–concrete interface quality on reinforcement corrosion induced by chlorides
A Castel, T Vidal, R François, G Arliguie - Magazine of Concrete …, 2003 - cir.nii.ac.jp
抄録< jats: p> To evaluate the degree of corrosion, reinforcements of 14-year-old and 17-
year-old concrete members were completely exposed. These 3 m long beams were stored …
year-old concrete members were completely exposed. These 3 m long beams were stored …