Corrosion of Steel Reinforcements in Concretes of Non-Coastal Areas - Case Study: Kigali, Rwanda

Article Preview

Abstract:

It is the function of concrete cover to protect reinforcement against corrosion from environmental attack. However, reinforced concrete structures in most cases suffer from corrosion of steel reinforcement and their service lives will be reduced. The steel in concrete is always prone to corrosion attack, and the reason being that concrete cover is porous in nature. Fluids and dissolved ions can impregnate through pore space or through cracks and come in contact with reinforcement. Preventive maintenance is the best corrosion control mitigation measure for reinforced concrete structures. This paper highlights the causes of corrosion in non-coastal areas like Kigali in Rwanda. Condition assessment of two reinforced concrete buildings in Kigali has been made based on structural survey. It was found that Crack width varies up to 2mm in column and beams. It is also suggested that to improve the life span of the columns and beams by retrofitting with advanced materials and the new structures are to be constructed with corrosion monitoring systems.

You might also be interested in these eBooks

Info:

Pages:

60-66

Citation:

Online since:

September 2018

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2018 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] British Standard BS EN 1990 (2002). Euro code. Basis of structural design,. BSI, London.

Google Scholar

[2] Pfeifer, D.W.; Landgren, J. L.; and ZOOB, A., Protective systems for New Prestressed and substructure concrete",, Report No. FHWA/Rd-86/193, Federal High Way Administration, Washington, D. C., 1987, 121pp.

Google Scholar

[3] Siemes, A.J.M. and Rostam, S. (1996).

Google Scholar

[4] Rasheeduzzafar, Al-Gahtani A.S; Al-Saadoun SS. Influence of construction practices on concrete durability. ACI Mater J 1989;86(6):566–75.

Google Scholar

[5] Schmidt rebound hammer from M/s. proceq, Switzerland as per the guidelines IS: 1311-(Part11)-1992-(Reaffirmed in 2004).

Google Scholar

[6] BIS (Bureau of Indian Standards), Plain and reinforcement concrete code of practice, BIS: 456:2000, New Delhi, India.

Google Scholar

[7] Vishwanat, A. K. (2013). Assessment of structural soundness and feasibility of additional floor over the existing administration building. International journal of research and technology, 8-13.

Google Scholar

[8] Koji TAKEWAKA and Yuichi KANEKO (2003).

Google Scholar