Critical chloride content in reinforced concrete - A review

被引:1298
作者
Angst, Ueli [1 ]
Elsener, Bernhard [2 ]
Larsen, Claus K. [1 ,3 ]
Vennesland, Oystein [1 ]
机构
[1] Norwegian Univ Sci & Technol, NTNU, Dept Struct Engn, N-7491 Trondheim, Norway
[2] ETH, Inst Bldg Mat IfB, ETH Honggerberg, CH-8093 Zurich, Switzerland
[3] Norwegian Publ Rd Adm, N-0033 Oslo, Norway
关键词
Corrosion; Durability; Chloride; Reinforcement; PORE SOLUTION COMPOSITION; STANDARDIZED OPC MORTAR; THRESHOLD VALUES; CORROSION INITIATION; SOLUTION CHEMISTRY; ALKALINE-SOLUTIONS; REBAR CORROSION; STEEL SURFACE; FLY-ASH; PART;
D O I
10.1016/j.cemconres.2009.08.006
中图分类号
TU [建筑科学];
学科分类号
081407 [建筑环境与能源工程];
摘要
Chloride induced corrosion as the major cause for degradation of reinforced concrete has been the subject of great research efforts over the last fifty years. The present literature review summarises the state of the art by presenting the concept of the critical chloride contend discussing influencing factors, and assessing available measurement techniques. A large number of published chloride threshold values together with the respective experimental details are collected. While today's experience is mostly based on Portland cement, more modern studies with non-traditional binders often reported contradictory results. The present literature evaluation highlights the strong need for a practice-related test method, and, in this regard, focuses especially on experimental procedures by discussing advantages and drawbacks of methods and setups. It clearly emerges that many of the setups used to determine critical chloride contents are not suited to give realistic results. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1122 / 1138
页数:17
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