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  <title>DSpace Coleção:</title>
  <link rel="alternate" href="http://repositorio.ufc.br/handle/riufc/444" />
  <subtitle />
  <id>http://repositorio.ufc.br/handle/riufc/444</id>
  <updated>2026-04-12T15:28:42Z</updated>
  <dc:date>2026-04-12T15:28:42Z</dc:date>
  <entry>
    <title>Avaliação da eficiência de sistemas de reparo no combate à iniciação e à propagação da corrosão do aço induzida por cloretos</title>
    <link rel="alternate" href="http://repositorio.ufc.br/handle/riufc/67160" />
    <author>
      <name>Cabral, Antonio Eduardo Bezerra</name>
    </author>
    <id>http://repositorio.ufc.br/handle/riufc/67160</id>
    <updated>2022-07-18T14:04:51Z</updated>
    <published>2000-01-01T00:00:00Z</published>
    <summary type="text">Título: Avaliação da eficiência de sistemas de reparo no combate à iniciação e à propagação da corrosão do aço induzida por cloretos
Autor(es): Cabral, Antonio Eduardo Bezerra
Abstract: The present work evaluated the efficiency of five systems of repair to minimize the&#xD;
initiation and propagation of corrosion rebars attacked by chlorides ions. These systems&#xD;
consist in 5 types of mortars with a w/c ratio of 0,50 and cement:sand proportion of 1:3 and&#xD;
one with iron bars covered with a zinc primer. The attack evaluation was made by accelerated&#xD;
corrosion experiments in cycles of humidity and drying of prisms samples (45x80x90cm).&#xD;
These samples had two 5 mm diameter ion bars inside that were 5 and 10 mm far from the&#xD;
border. The accomplished rehearsals were modulus of elasticity (NBR 8522, 1984) and&#xD;
compressive strength (NBR 5739, 1993). Some durability experiments were also carried out:&#xD;
immersion absorption (NBR 9778, 1987), capillary absorption (NBR 9779, 1995), chlorides&#xD;
diffusion and determination of chlorides content in mortars. At the end, it was made an&#xD;
economic analysis of each system. The mortar samples used to measure mechanical and&#xD;
durability properties were cured in an humid camera during 7 days and later on in laboratory&#xD;
atmosphere until to complete 28 days. The results achieved point out a considerable increasing&#xD;
in compressive strength and modulus of elasticity of the mortar with addition of silica fume.&#xD;
The addition of estirene-butadiene (SBR) didn't modify the compressive strength of the mortar&#xD;
significantly, although it has turned it more deformable. Also, the sodium nitrite did not check&#xD;
significant modifications in these properties. In the durability point of view, the system of&#xD;
repair modified of estirene-butadiene polymer (SBR) showed the best performance, followed&#xD;
in a decreasing way by silica fume, sodium nitrite and zinc primer. The economic analysis&#xD;
indicate that the silica fume system of repair is the best one.
Tipo: Dissertação</summary>
    <dc:date>2000-01-01T00:00:00Z</dc:date>
  </entry>
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