Stiffness Degradation and Time to Cracking of Cover Concrete in Reinforced Concrete Structures Subject to Corrosion
Corrosion-induced cracks in reinforced concrete (RC) structures degrade the stiffness of the cover concrete. The stiffness degradation is mainly caused by the softening in the stress-strain relation in the cracked concrete. Limited efforts have been made to model the cracking and the corresponding e...
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| Published in | Journal of engineering mechanics Vol. 136; no. 2; pp. 209 - 219 |
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| Main Authors | , , |
| Format | Journal Article |
| Language | English |
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Reston, VA
American Society of Civil Engineers
01.02.2010
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| Abstract | Corrosion-induced cracks in reinforced concrete (RC) structures degrade the stiffness of the cover concrete. The stiffness degradation is mainly caused by the softening in the stress-strain relation in the cracked concrete. Limited efforts have been made to model the cracking and the corresponding effects on the cover concrete, despite of its importance in assessing and modeling the behavior of RC structures. This paper proposes a stiffness degradation factor to model the stiffness degradation of the cover concrete subject to cracking. The proposed factor is computed in terms of the cracking strain corresponding to the maximum opening of the concrete cracks based on an energy principle applied to a fractured RC structure. The time to cracking of the cover concrete is then determined as the time from the corrosion initiation needed by the crack front to reach the outer surface of the cover concrete. The proposed stiffness degradation factor and the method to compute the time to cracking are illustrated through two numerical examples. The times to cracking of the cover concrete that are predicted using the proposed method are in agreement with the measured values from laboratory experiments. |
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| AbstractList | Corrosion-induced cracks in reinforced concrete (RC) structures degrade the stiffness of the cover concrete. The stiffness degradation is mainly caused by the softening in the stress-strain relation in the cracked concrete. Limited efforts have been made to model the cracking and the corresponding effects on the cover concrete, despite of its importance in assessing and modeling the behavior of RC structures. This paper proposes a stiffness degradation factor to model the stiffness degradation of the cover concrete subject to cracking. The proposed factor is computed in terms of the cracking strain corresponding to the maximum opening of the concrete cracks based on an energy principle applied to a fractured RC structure. The time to cracking of the cover concrete is then determined as the time from the corrosion initiation needed by the crack front to reach the outer surface of the cover concrete. The proposed stiffness degradation factor and the method to compute the time to cracking are illustrated through two numerical examples. The times to cracking of the cover concrete that are predicted using the proposed method are in agreement with the measured values from laboratory experiments. |
| Author | Gardoni, Paolo Rosowsky, David Zhong, Jinquan |
| Author_xml | – sequence: 1 givenname: Jinquan surname: Zhong fullname: Zhong, Jinquan organization: Texas A&M Univ. , Zachry Dept. of Civil Engineering, , College Station, TX 77843-3136 – sequence: 2 givenname: Paolo surname: Gardoni fullname: Gardoni, Paolo email: pgardoni@civil.tamu.edu organization: Texas A&M Univ. , Zachry Dept. of Civil Engineering, , College Station, TX 77843-3136 (corresponding author). E-mail – sequence: 3 givenname: David surname: Rosowsky fullname: Rosowsky, David organization: Texas A&M Univ. , Zachry Dept. of Civil Engineering, , College Station, TX 77843-3136 |
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| Issue | 2 |
| Keywords | Stress strain relation Cohesive end Cracking Experimental study Modeling Cohesive crack model Reinforced structure Reinforced concrete Degradation Concrete structures Corrosion Energy principle Energy Concrete construction Stiffness Crack |
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| Snippet | Corrosion-induced cracks in reinforced concrete (RC) structures degrade the stiffness of the cover concrete. The stiffness degradation is mainly caused by the... |
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| SubjectTerms | Applied sciences Building structure Buildings. Public works Concrete structure Construction (buildings and works) Corrosion Corrosion mechanisms Exact sciences and technology Fracture mechanics (crack, fatigue, damage...) Fundamental areas of phenomenology (including applications) Metals. Metallurgy Physics Reinforced concrete structure Solid mechanics Structural and continuum mechanics TECHNICAL PAPERS |
| Title | Stiffness Degradation and Time to Cracking of Cover Concrete in Reinforced Concrete Structures Subject to Corrosion |
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