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ACI 364.6T

Concrete Removal in Repairs Involving Corroded Reinforcing Steel

Organization:
ACI - American Concrete Institute
Year: 2011

Abstract: Introduction
The performance of a reinforced concrete repair depends significantly on the condition of concrete in the reinforcement vicinity and on the quality of (re-)encapsulation. The extent of concrete removal prior to repair must be adjusted in accordance with the degree of contamination and the nature of distresses affecting the member or structure.
URI: https://lib.yabesh.ir/std/handle/yse/135110
Subject: corrosion
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    ACI 364.6T

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contributor authorACI - American Concrete Institute
date accessioned2017-09-04T17:11:34Z
date available2017-09-04T17:11:34Z
date copyright07/01/2002 (R 2011)
date issued2011
identifier otherYSXWKEAAAAAAAAAA.pdf
identifier urihttps://lib.yabesh.ir/std/handle/yse/135110
description abstractIntroduction
The performance of a reinforced concrete repair depends significantly on the condition of concrete in the reinforcement vicinity and on the quality of (re-)encapsulation. The extent of concrete removal prior to repair must be adjusted in accordance with the degree of contamination and the nature of distresses affecting the member or structure.
languageEnglish
titleACI 364.6Tnum
titleConcrete Removal in Repairs Involving Corroded Reinforcing Steelen
typestandard
page3
statusActive
treeACI - American Concrete Institute:;2011
contenttypefulltext
subject keywordscorrosion
subject keywordsreinforcing steel
subject keywordsrepair
subject keywordsring anode effect
subject keywordssurface preparation
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