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.
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.
Subject: corrosion
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contributor author | ACI - American Concrete Institute | |
date accessioned | 2017-09-04T17:11:34Z | |
date available | 2017-09-04T17:11:34Z | |
date copyright | 07/01/2002 (R 2011) | |
date issued | 2011 | |
identifier other | YSXWKEAAAAAAAAAA.pdf | |
identifier uri | https://lib.yabesh.ir/std/handle/yse/135110 | |
description 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. | |
language | English | |
title | ACI 364.6T | num |
title | Concrete Removal in Repairs Involving Corroded Reinforcing Steel | en |
type | standard | |
page | 3 | |
status | Active | |
tree | ACI - American Concrete Institute:;2011 | |
contenttype | fulltext | |
subject keywords | corrosion | |
subject keywords | reinforcing steel | |
subject keywords | repair | |
subject keywords | ring anode effect | |
subject keywords | surface preparation |