Cover Cracking of Reinforced Concrete Beams Due to Corrosion of Steel

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...

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Bibliographic Details
Main Authors: Ahmed, Shaikh, Maalej, M., Mihashi, H.
Format: Journal Article
Published: American Concrete Institute 2007
Subjects:
corrosion
reinforced concrete
beam(s)
Online Access:http://hdl.handle.net/20.500.11937/4137

Internet

http://hdl.handle.net/20.500.11937/4137

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