TECHNICAL PAPERS
Mar 12, 2010

Condition Assessment of Corrosion-Distressed Reinforced Concrete Buildings Using Fuzzy Logic

Publication: Journal of Performance of Constructed Facilities
Volume 24, Issue 6

Abstract

A method is presented for obtaining condition index of corrosion distressed RC buildings. Method is developed using concepts of fuzzy logic and it integrates visual inspection with in situ investigations for carbonation and chloride content. Distress manifestations and repair priorities are classified. Condition is related to repair priorities through condition ratings. Repair priorities are fuzzy in nature as they are dependent on interpretation of the inspector. Questionnaire survey is prepared and responses are collected from the experts. Obtained data are used for development of fuzzy membership functions for defined repair priorities. A building can be subdivided into various elements. Observations for various distress manifestations are recorded for each element, using the format proposed. These observations are combined using fuzzy extension technique to obtain individual membership function for each element. Defuzzyfication using center of sum method provides with the combined building condition index (BCI) from elemental membership functions. Obtained BCI provides direct measure of condition and repair needs of the building. Developed methodology is explained through a case study on condition assessment of an academic building.

Get full access to this article

View all available purchase options and get full access to this article.

References

Anoop, M. B., and Rao, K. B. (2007). “Application of fuzzy sets for remaining life assessment of corrosion affected reinforced concrete bridge girders.” J. Perform. Constr. Facil., 21(2), 166–171.
Bazant, Z. P. (1979). “Physical model for steel corrosion in concrete sea structures—Theory.” J. Struct. Div., 105(6), 1137–1153.
Bhattacharjee, B. (2000). “A life cycle cost model for concrete structure.” Indian Concrete Inst. J., 1(3), 27–34.
Bungey, J. H., and Millard, S. G. (1996). Testing of concrete in structure, 3rd Ed., Chapman & Hall, Glasgow.
Chao, C. J., and Cheng, F. P. (1998). “Fuzzy pattern recognition model for diagnosing cracks in RC structures.” J. Comput. Civ. Eng., 12(2), 111–119.
Grivas, D. A., and Shen, Y. C. (1991). A fuzzy set approach for pavement damage assessments, E & FN Spon, London.
Neville, A. M., and Brooks, J. J. (1987). Concrete technology, Longman’s, London.
Ross, T. J. (1995). Fuzzy logic with engineering applications, McGraw-Hill, New York.
Sarja, A., and Vesikari, E. (1996). “Durability design of concrete structures.” RILEM Committee Report, E & FN Spon, London.
Tay, D. C. K., and Tam, C. T. (1996). “In situ investigation of the strength of deteriorated concrete.” Constr. Build. Mater., 10(1), 17–26.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 24Issue 6December 2010
Pages: 562 - 570

History

Received: Oct 15, 2009
Accepted: Mar 5, 2010
Published online: Mar 12, 2010
Published in print: Dec 2010

Permissions

Request permissions for this article.

Authors

Affiliations

Gopal Mitra
Postgraduate student, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi 110016, India.
Kamal Kant Jain [email protected]
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi 110016, India. E-mail: [email protected]
Bishwajit Bhattacharjee [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi 110016, India (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share