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Àç«Ø¤uµ{¨tºÓ¤h¯Z(Department
and Graduate Institute of Constrction Engineering) |
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Preliminary Study of
Corrosion-related Behaviors of Reinforced Concrete Using Heat Treated of
Electroless Nickel-Plated Steel |
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The research is
conducted based on tests on steel, which is an essential construction
material, coated with nickel phosphorous alloy using electroless-plate
method. Reinforced concrete samples with the coated steel using 3
types of fine aggregates (river sand, beach sand, and river/beach sand)
were prepared and tested under simulated aggravating freeze/thaw cycling
circumstances to explore the effects of the coating on physical/chemical
properties of the concrete and corrosion potential of the reinforcement
steel. The results of the tests revealed that there is a little
difference in electrode potential, which is an indication of corrosion
potential, between the coated and uncoated steels. However, results
indicated that coated steels exhibit much fewer rusty spots throughout
the surface of the steel, and the rust stated to develop at more
freeze-thaw cycles than the uncoated steels. This implies that
electroless nickel plated steel may have less corrosion potential under
freeze/thaw cycling conditions. Moreover, results also revealed
that there is no apparent change in bonding strength between the
concrete and reinforcement when the coated steels were used. |
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reinforcement concrete
freeze/thaw
corrosion potential |
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