The study investigated the corrosion behaviour of stainless steel in concrete exposed to carbonation. Three types of steel, SUS304 (18% Cr), SUS410L (12% Cr) and ordinary carbon steel SD295A, were cast in several OPC-concrete scenarios. The following were observed: (1) Both stainless steels were unaffected by carbonation in concrete with proper cover even with high water/cement ratio (0.7w/c) and high temperature exposure (40oC). (2) Galvanic effect was observed and enhanced by carbonation though was not a great corrosion threat for steels; while early ingress of carbonation (due to thin cover) served as corrosion threat for the economical SUS410L stainless steel; while both stainless steels remained passive at pH 8 solution. Overall, carbo...
The localised corrosion behaviour of austenitic, martensitic, and duplex stainless steels has been s...
Chloride-induced corrosion of steel rebar embedded in concrete is one of the major concerns influenc...
In practice, it is usually assumed that the durability of basic structural elements should not be le...
Carbonation of concrete is in the concrete and cement research community often assumed to lead to re...
The use of chloride-contaminated raw materials can minimize the consumption of natural resources, e....
The corrosion behavior of stainless steels in concrete is described. The studies carried out on this...
International audienceNowadays, with an increase of awareness of society and industry on the environ...
Lowering the clinker content of concrete using SCMs can contribute significantly to reduce the energ...
It is well known that carbonation of concrete initiates corrosion of reinforcing steel by lowering t...
Carbonation-induced corrosion is usually considered in uniform or generalized corrosion. This is tru...
The need to reduce CO2 emission and to obtain materials having a reduced environmental footprint is ...
Steel bars embedded in an alkali-activated slag (AAS) concrete were exposed (after curing for 28 day...
The use of new binders for structural concrete raises questions about the durability of reinforced c...
Reinforced concrete with different concrete mix proportions, i.e. binder types or w/b ratio, would p...
Corrosion of reinforced concrete is the most challenging durability problem that threatens reinforce...
The localised corrosion behaviour of austenitic, martensitic, and duplex stainless steels has been s...
Chloride-induced corrosion of steel rebar embedded in concrete is one of the major concerns influenc...
In practice, it is usually assumed that the durability of basic structural elements should not be le...
Carbonation of concrete is in the concrete and cement research community often assumed to lead to re...
The use of chloride-contaminated raw materials can minimize the consumption of natural resources, e....
The corrosion behavior of stainless steels in concrete is described. The studies carried out on this...
International audienceNowadays, with an increase of awareness of society and industry on the environ...
Lowering the clinker content of concrete using SCMs can contribute significantly to reduce the energ...
It is well known that carbonation of concrete initiates corrosion of reinforcing steel by lowering t...
Carbonation-induced corrosion is usually considered in uniform or generalized corrosion. This is tru...
The need to reduce CO2 emission and to obtain materials having a reduced environmental footprint is ...
Steel bars embedded in an alkali-activated slag (AAS) concrete were exposed (after curing for 28 day...
The use of new binders for structural concrete raises questions about the durability of reinforced c...
Reinforced concrete with different concrete mix proportions, i.e. binder types or w/b ratio, would p...
Corrosion of reinforced concrete is the most challenging durability problem that threatens reinforce...
The localised corrosion behaviour of austenitic, martensitic, and duplex stainless steels has been s...
Chloride-induced corrosion of steel rebar embedded in concrete is one of the major concerns influenc...
In practice, it is usually assumed that the durability of basic structural elements should not be le...