Essay On Durability Of Concrete

791 Words2 Pages

1.1 BACKGROUND OF STUDY

In Malaysia, corrosion of the steel in the reinforced steel due to the chloride ingress is one of the most common environmental attacks that lead to the deterioration of concrete structures. Corrosion related damaged to the bridge decks, parking garages marine structures and industrial plants results in huge spend money annually to repair and maintain. This durability problem has received widespread attention in recent years because of its frequent occurrence associated high cost of repairs.
This study will focus on the chloride penetration to the concrete in various type of the strength and days of the concrete. This study is examined the effect of chloride to the concrete strength and durability of concrete on various type of concrete mixture proportion. Different type of concrete proportions mixture will give the dissimilar result of the experiment.

1.2 PROBLEM STATEMENT
The famous problem in our country is the major forms of environmental attack is chloride ingress which lead to the corrosion of the reinforcing steel and a subsequent reduction in strength serviceability and the aesthetics values of the structure. This may lead to preliminary repair or replacement of the structure.
Previous study about the Ordinary Portland Cement (OPC), High Performance Concrete (HPC), And Ultra High Performance Concrete(UHPC) there are different result about the penetration of chloride ions to the specimen. This because, the reinforced concrete are exposed to harsh environment yet often expected to last with little or no maintenance for a long periods of time. The lacking maintenance of the concrete may cause this problem become worse and the concrete may not suitable to used.
To overcome this problem, ...

... middle of paper ...

...ross the cell. The negative terminal is connected to the electrode in the reservoir with the NaCl solution and the positive terminal is connected to the electrode in the NaOH solution. The negatively charged chloride ions will migrate towards the positive terminal. The more permeable is the concrete, the more chloride ions will migrate through the specimen, and a higher current will be measured. The current is measured for 6 hours. The area under the curve of current versus time is determined, which represents the total charge or Coulombs passed across the specimen. The Coulomb values are used for classifying the concrete as follows.
While for the ultra pulse velocity test (UPV), after the sample undergo the RCPT test, the UPV test will began. Each sample are test by repeating the reading in three times. The reading are record and will be analyse using the formula.

Open Document