Optimal FRP-strengthening strategy for corrosion-affected reinforced concrete columns

Full text for this resource is not available from the Research Repository.

Baji, H, Yang, Wei ORCID: 0000-0002-3673-6488 and Li, CQ (2018) Optimal FRP-strengthening strategy for corrosion-affected reinforced concrete columns. Structure and Infrastructure Engineering, 14 (12). pp. 1586-1597. ISSN 1573-2479

Dimensions Badge

Altmetric Badge

Item type Article
URI https://vuir.vu.edu.au/id/eprint/37993
DOI https://doi.org/10.1080/15732479.2018.1476560
Official URL https://www.tandfonline.com/doi/full/10.1080/15732...
Subjects Historical > FOR Classification > 0905 Civil Engineering
Current > Division/Research > College of Science and Engineering
Keywords RC; concrete; FRPs; time-dependent reliability method; renewal theory; deteriorated; column; algorithm; constitutive material models; degradation models; residual strength;
Citations in Scopus 7 - View on Scopus
Download/View statistics View download statistics for this item

Search Google Scholar

Repository staff login