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Surface cracking caused by reinforcement corrosion
Surface cracking caused by reinforcement corrosion
Surface cracking caused by reinforcement corrosion
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An experimental anaylsis of the effects of relative humidity on the deterioration mechanism of corrosion.
The subject of this dissertation is to study the influence of relative humidity on steel corrosion in reinforced concrete structures. Durability performance is vitally important in terms of the safety and maintenance costs of concrete structures. The designed service life of a structure depends on the rate of deterioration.
Undergraduate Thesis
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