2018
DOI: 10.1155/2018/2102086
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Influence of Hot-Dip Galvanised Coating Morphology on the Adhesion of Organic Coatings Depending on the Zinc Bath Pb Content and the Postgalvanising Cooling Method

Abstract: Hot-dip galvanised coatings used either alone or with an organic coating (duplex system) constitute an effective anticorrosion protection. Adhesion between the coating and the zinc substrate plays a vital role in the durability of the duplex system. Conditions of the galvanising process and alloying additives incorporated into the zinc bath influence mechanical and protective properties as well as thickness, structure, and surface morphology of the zinc coatings. The influence of the surface morphology of zinc… Show more

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Cited by 2 publications
(2 citation statements)
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“…The comparison of the thickness of zinc coating on steel in concrete without chlorides ( Figure 15 ) and with chlorides ( Figure 18 ) (though they are different specimens) indicated the presence of chlorides significantly reduced its thickness. That phenomenon was expected as a high concentration of chlorides always causes the corrosion of zinc coating [ 33 ]. The analysis of microscopic images showed the zinc coating at any place was completely damaged.…”
Section: Results From Structural Tests and Their Analysismentioning
confidence: 99%
See 1 more Smart Citation
“…The comparison of the thickness of zinc coating on steel in concrete without chlorides ( Figure 15 ) and with chlorides ( Figure 18 ) (though they are different specimens) indicated the presence of chlorides significantly reduced its thickness. That phenomenon was expected as a high concentration of chlorides always causes the corrosion of zinc coating [ 33 ]. The analysis of microscopic images showed the zinc coating at any place was completely damaged.…”
Section: Results From Structural Tests and Their Analysismentioning
confidence: 99%
“…Zinc coatings prepared in HDG (Hot Dip Galvanizing) process [30][31][32][33] are free from drawbacks of epoxy coatings. In that case, any damage caused during the transport of reinforcement or its placing in the formwork does not create any risk for anti-corrosion protection of rebars in concrete [34].…”
Section: Introductionmentioning
confidence: 99%