Pandit, Poornachandra (2019) Experimental study on accelerated corrosion technique of OPC and PPC beams in coastal environment. Journal of Corrosion Science and Engineering, 22 (34). ISSN 1466-8858
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Abstract
: In this paper corroded Ordinary Portland Cement (OPC) and Portland Pozzolana Cement (PPC) beams were tested in lab to evaluate flexural behaviour of beams. Accelerated corrosion technique was adopted to corrode the beams up to 10% experimentally. Corrosion was measured using Applied Corrosion Monitoring (ACM) instrument. It is observed that PPC beams were more corrosion- resistant than OPC beams. As rate of corrosion increases, the deflection also increases but load carrying capacities of the beams were reduced, for both OPC and PPC beams. It is concluded that the stiffness of the beams is reduced nonlinearly when rate of corrosion is increased
Item Type: | Article |
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Uncontrolled Keywords: | Accelerated test, Corrosion rate, Load-Deflection curve, Linear polarization resistance |
Subjects: | Engineering > MIT Manipal > Civil Engineering |
Depositing User: | MIT Library |
Date Deposited: | 24 Mar 2021 06:40 |
Last Modified: | 24 Mar 2021 06:40 |
URI: | http://eprints.manipal.edu/id/eprint/156569 |
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