Residual bond strength in reinforced concrete cracked by expansion agent filled pipe simulating rebar corrosion
In corroded reinforced concrete, the volume of steel increases due to expansive corrosion products, leading to cracking of concrete. As a result, the bond capacity between concrete and rebar gradually decreases. Previously, the author explored bond deterioration owing to corrosion-related cracking u...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2022-12-01
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| Series: | Case Studies in Construction Materials |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509522006970 |