Cover Cracking of Reinforced Concrete Beams Due to Corrosion of Steel
A finite element (FE) model is proposed to simulate the corrosion-induced cracking of reinforced concrete (RC) beams. The smeared cracking approach is used to model the cracking ofordinary concrete, ductile fiber-reinforced cementitious composites (DFRCC), and engineered cementitious composites (ECC...
| Main Authors: | , , |
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| Format: | Journal Article |
| Published: |
American Concrete Institute
2007
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| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/4137 |