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- Publisher Website: 10.1016/j.corsci.2017.01.002
- Scopus: eid_2-s2.0-85009785521
- WOS: WOS:000394395900002
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Article: Corrosion characteristics of a 4-year naturally corroded reinforced concrete beam with load-induced transverse cracks
Title | Corrosion characteristics of a 4-year naturally corroded reinforced concrete beam with load-induced transverse cracks |
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Authors | |
Keywords | Corrosion Transverse cracks Rust distribution Reinforced concrete beam Chloride ions |
Issue Date | 2017 |
Citation | Corrosion Science, 2017, v. 117, p. 11-23 How to Cite? |
Abstract | © 2017 Elsevier Ltd This work studies the corrosion characteristics of reinforcement in a 4-year naturally corroded concrete beam after accelerated chloride penetration. The results show that the presence of transverse cracks in the tension surface of reinforced concrete beam can globally exacerbate the loss of cross-sectional area of rebar. However, there is no strong correlation between the width of transverse cracks, with the width of longitudinal cracks and loss of cross-sectional area of corroded rebar at a specific location. The self-healing of cracks and sacrificing roles of stirrups at crack tips seem to reduce the impacts of cracks on the corrosion propagation. |
Persistent Identifier | http://hdl.handle.net/10722/251644 |
ISSN | 2023 Impact Factor: 7.4 2023 SCImago Journal Rankings: 1.897 |
ISI Accession Number ID |
DC Field | Value | Language |
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dc.contributor.author | Fu, Chuanqing | - |
dc.contributor.author | Jin, Nanguo | - |
dc.contributor.author | Ye, Hailong | - |
dc.contributor.author | Jin, Xianyu | - |
dc.contributor.author | Dai, Wei | - |
dc.date.accessioned | 2018-03-08T05:00:34Z | - |
dc.date.available | 2018-03-08T05:00:34Z | - |
dc.date.issued | 2017 | - |
dc.identifier.citation | Corrosion Science, 2017, v. 117, p. 11-23 | - |
dc.identifier.issn | 0010-938X | - |
dc.identifier.uri | http://hdl.handle.net/10722/251644 | - |
dc.description.abstract | © 2017 Elsevier Ltd This work studies the corrosion characteristics of reinforcement in a 4-year naturally corroded concrete beam after accelerated chloride penetration. The results show that the presence of transverse cracks in the tension surface of reinforced concrete beam can globally exacerbate the loss of cross-sectional area of rebar. However, there is no strong correlation between the width of transverse cracks, with the width of longitudinal cracks and loss of cross-sectional area of corroded rebar at a specific location. The self-healing of cracks and sacrificing roles of stirrups at crack tips seem to reduce the impacts of cracks on the corrosion propagation. | - |
dc.language | eng | - |
dc.relation.ispartof | Corrosion Science | - |
dc.subject | Corrosion | - |
dc.subject | Transverse cracks | - |
dc.subject | Rust distribution | - |
dc.subject | Reinforced concrete beam | - |
dc.subject | Chloride ions | - |
dc.title | Corrosion characteristics of a 4-year naturally corroded reinforced concrete beam with load-induced transverse cracks | - |
dc.type | Article | - |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1016/j.corsci.2017.01.002 | - |
dc.identifier.scopus | eid_2-s2.0-85009785521 | - |
dc.identifier.volume | 117 | - |
dc.identifier.spage | 11 | - |
dc.identifier.epage | 23 | - |
dc.identifier.isi | WOS:000394395900002 | - |
dc.identifier.issnl | 0010-938X | - |