This document provides a review of reinforcement corrosion in reinforced concrete (RC) structures. It discusses the mechanism of corrosion, including the electrochemical process where steel acts as the anode and concrete acts as the cathode. It also outlines various parameters that affect the corrosion rate, such as the presence of impurities, electrolytes like chlorides, and the position of metals in the galvanic series. The document describes different types of corrosion including pitting corrosion, general corrosion, and macro-cell corrosion. It explains how these types of corrosion negatively impact RC structures by causing cracking, delamination, and spalling of the concrete cover.
It includes mechanism of corrosion of steel reinforcement in concrete. It includes concepts like passivation, chloride ingress and chloride binding. It deals with the durablity aspects of a concrete structure.
14 Types of Corrosion explained in an awesome manner
Update 26 June 2019: I have enabled the Download option and now everyone can download the "Types of corrosions" PPT and reuse the slides :) I wish I have done this earlier.
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It includes mechanism of corrosion of steel reinforcement in concrete. It includes concepts like passivation, chloride ingress and chloride binding. It deals with the durablity aspects of a concrete structure.
14 Types of Corrosion explained in an awesome manner
Update 26 June 2019: I have enabled the Download option and now everyone can download the "Types of corrosions" PPT and reuse the slides :) I wish I have done this earlier.
Follow my blogs at https://www.geekdashboard.com/
Initial corrosion behavior of element copper in atmospheric environmentDr. sreeremya S
Copper and copper-based alloys encompassing brasses (Cu-Zn) and bronzes (Cu-Sn)are widely used in different industrial and the societal applications. They are common engineering materials in modern architecture and primarily availed for roofing and facade cladding due to their significance of visual appearance (important from an architectural perspective in terms of the design or during renovation of modern or ancient cultural building), ductility, malleability, the atmospheric corrosion resistance and long-term performance. When exposed to air, the copper forms a brownish-green or greenish blue corrosion layer, often denoted as the patina. Copper patina is commonly known as an aesthetically pleasing surface, and one reason for the extensive use of the copper metal and copper-based alloys in both the ancient and modern architecture. One of the most famous examples is the Statue of Liberty in the harbor of the New York, US.
Bronze alloys are the family of copper-based alloys traditionally alloyed with tin. Bronze alloys are of the exceptional historic interest and still finds wide applications.
This is a ppt. on protection from corrosion of steel reinforcement in concrete structures. I had prepared this as a part of my class seminar. I made this by referring to the books on Concrete Technology by M.S.Shetty and M.L.Gambhir
An introductory presentation on corrosion and its prevention. Importance of corrosion, cost of corrosion, various forms of corrosion, and preventive methods are given.
Initial corrosion behavior of element copper in atmospheric environmentDr. sreeremya S
Copper and copper-based alloys encompassing brasses (Cu-Zn) and bronzes (Cu-Sn)are widely used in different industrial and the societal applications. They are common engineering materials in modern architecture and primarily availed for roofing and facade cladding due to their significance of visual appearance (important from an architectural perspective in terms of the design or during renovation of modern or ancient cultural building), ductility, malleability, the atmospheric corrosion resistance and long-term performance. When exposed to air, the copper forms a brownish-green or greenish blue corrosion layer, often denoted as the patina. Copper patina is commonly known as an aesthetically pleasing surface, and one reason for the extensive use of the copper metal and copper-based alloys in both the ancient and modern architecture. One of the most famous examples is the Statue of Liberty in the harbor of the New York, US.
Bronze alloys are the family of copper-based alloys traditionally alloyed with tin. Bronze alloys are of the exceptional historic interest and still finds wide applications.
This is a ppt. on protection from corrosion of steel reinforcement in concrete structures. I had prepared this as a part of my class seminar. I made this by referring to the books on Concrete Technology by M.S.Shetty and M.L.Gambhir
An introductory presentation on corrosion and its prevention. Importance of corrosion, cost of corrosion, various forms of corrosion, and preventive methods are given.
When you design your product, you put a lot of money, energy and consideration into achieving the best possible function, good appearance and high reliability. Corrosion, wear and fatigue resistance may not be the first factors you consider.
However, material selection is crucial to obtain a long service life and to avoid damage such as operation failure – for instance due to inadequate mechanical strength - or unacceptable appearance due to corrosion products.
If you choose the correct materials for your product from the beginning, you can prevent damage deriving from corrosion, wear and mechanical impact. In many cases, you may completely avoid corrosion by choosing a resistant material for its actual application environment.
Experimental study on corrosion of steel in soil mediumeSAT Journals
Abstract
There are many practical situation were steel is exposed to soil. Deterioration of steel in such case it depends upon the nature of soil, more especially the types and the concentration of ions present in the moisture within the soil, since soil vary in nature it is necessary to understand the nature of corrosion of steel in each of soil samples. This aspect was taken for the investigation and present in this paper. The weight and electrochemical methods of evaluating the corrosion rate were used in which four types of soil available around SRM university campus were utilized during the experimental work. Steel coupon of 12mm diameter and 100mm length was used, for each soil three artificial environments were created and electrochemical potential measuring was made for five weeks. The test shows that presence of chlorides ions in the soil create very severe environment and the drying of soil reduce the rate of corrosion.
Keywords, Corrosion of steel, Soil, Weight method, Electrochemical potential method
UNDERSTANDING AND MITIGATING DOWNHOLE CORROSION AND WEAR FAILURES westernfalcontx
A discussion on different types of corrosion and wear (and their associated mechanisms) followed by an overview of commercially available mitigation techniques, including their practical downhole applications are the focal points of this paper.
A brief introduction to corrosion and types of corrosion, such as pitting corrosion.
Cavitations corrosion
Galvanic corrosion.
Fretting corrosion.
Crevice corrosion.
Intergranular and transgranular corrosion,
Stress corrosion
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
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Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
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Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
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Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
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• Compatible with MAFI CCR system
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• Remote control system for accessing CCR and allied system over serial or TCP.
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• Indigenized local Support/presence in India.
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Event Management System Vb Net Project Report.pdfKamal Acharya
In present era, the scopes of information technology growing with a very fast .We do not see any are untouched from this industry. The scope of information technology has become wider includes: Business and industry. Household Business, Communication, Education, Entertainment, Science, Medicine, Engineering, Distance Learning, Weather Forecasting. Carrier Searching and so on.
My project named “Event Management System” is software that store and maintained all events coordinated in college. It also helpful to print related reports. My project will help to record the events coordinated by faculties with their Name, Event subject, date & details in an efficient & effective ways.
In my system we have to make a system by which a user can record all events coordinated by a particular faculty. In our proposed system some more featured are added which differs it from the existing system such as security.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
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A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
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Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
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The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Paper id 41201604
1. International Journal of Research in Advent Technology, Vol.4, No.1, January 2016
E-ISSN: 2321-9637
Available online at www.ijrat.org
4
Reinforcement Corrosion in RC structures-A Review
Rattan A
1
,Dhillon R
2
Department of Civil Engineering1, 2,
,Thapar University,Patiala1, 2,
Email: anmolrattan.929@gmail.com1
, ramandhillon88@gmail.com2
Abstract-The reduction in the useful service-life of reinforced concrete structures, mainly due to reinforcement
corrosion, is a cause of concern to the construction industry world wide.It not only effects the physical
appearance of the structure but it leads to notable effect on structural performance of the RC structures .The
present research paper focus on mechanism of corrosion, types of corrosion ,various parameters effecting
corrosion and different stratagies to monitor corrosion. It also discusses various effects of corrosion on reinforced
concrete structures.
Index Terms- Corrosion;concrete;spalling;damage
1. INTRODUCTION [1]
Reinforced concrete (RC) has been
developed and applied extensively in the twentieth
century and it continues to be used in this century as
well. It combines the good compressive strength of
concrete with the tensile strength of steel and has
proven to be successful in terms of both structural
performance and durability. One major flaw, namely
its susceptibility to environmental attack can severely
reduce the strength and life of these structures. In
humid conditions,atmospheric pollutants percolate
through the concrete cover and cause corrosion of
steel reinforcements. The resulting corrosion products
occupy volumes several times that of the steel. The
increased volume induces tensile stresses in the
concrete that result in cracking, delamination and
spalling. As a result, the reinforcements get exposed to
direct environmental attack and the corrosion is
accelerated. Along with unpleasant appearance it
weakens the concrete structure to a high degree.
Moreover, bond between the steel and the concrete is
reduced.Pitting corrosion may also reduce the ductility
of the steel bar by introducing notches on the surface
of the steel bars that leads to a premature necking.A
large proportion of damage is caused due to
insufficient planning and incorrect assessment of the
environmental attack such as carbonation and chloride
exposure. Corrosion affected structures are highly
susceptible to catastrophic collapse. Unlike other
devices and facilities that are renewed periodically
with newer ones human endeavor has been to maintain
centuries old structures. As a result,structural
engineers deal with RC structures of age varying more
than hundred years. They are also subjected to a wide
range of environmental load regimes. Typically, an
RC structure that is subjected to heavy environmental
loading requires major restoration work within fifteen
years of its construction.
Fig 1 Corrosion in various elements of concrete
structures[1]
2. CORROSION MECHANISM
Steel is used in concrete principally as reinforcement.
Concrete ordinarily provide an almost ideal
environment for protecting steel from corrosion. Its
high alkalinity causes the formation of a thin invisible
protective passive film of Ferric Oxide (Fe2O3) on the
steel (thickness approx. 10000 A0 ). It is expected that
when the embedded steel is protected from air by an
adequate thick cover of low permeability concrete, the
corrosion of steel would not arise. This expectation is
not fully met in practice, as is evident from the
unusually high frequency with which the RCC
structures suffer damage due to steel corrosion. The
magnitude of damage is especially large in structures
exposed to marine environments. The damage to
2. International Journal of Research in Advent Technology, Vol.4, No.1, January 2016
E-ISSN: 2321-9637
Available online at www.ijrat.org
5
concrete, resulting from corrosion of embedded steel,
manifests in the form of expansion, cracking and
eventually spalling of the cover concrete.Corrosion of
steel is a series of electrochemical reactions.The
electrochemical potentials to form the corrosion cells
may be generated in two ways:
concentration cells may be formed due to
differences in concentration of dissolved ions in
the vicinity of steel,such as, chlorides and
oxygen.
composition cells may be formed when two
dissimilar metals are embedded in concrete,such
as steel rebars and aluminium conduit pipes or
when variation exists in surface characteristics of
the steel.
As a result one of the two metals becomes anodic and
the other cathodic.the fundamental chemical changes
occuring at the anodic and cathodic areas are as
follows:
Fig 2 Showing chemical changes occuring during
corrosion process[2]
3. PARAMETERS AFFECTING CORROSION
Presence of impurities in metals: Speed of
corrosion increases with the presence of
impurities in the metals because these impurities
help in setting up the voltaic cells.
Presence of electrolyte: Electrolytes present in
water also increases the rate of corrosion e.g.
corrosion of iron in sea water takes place in large
extent than in distilled water because sea water
contains salts i.e.electrolytes.
Position of metals in e.m.f. series: Highly
reactive metals undergo corrosion faster than
least reactive metals. Reactivity of metals can be
found from the electrochemical series.
Presence of carbon dioxide in water: Presence of
carbon dioxide in natural water also increases the
rusting of iron because it acts as an electrolyte
and increases the flow of electron from one place
to another.
Presence of protective coating: When the iron
surface is coated with the metal, which is more
reactive than the iron, then the rate of corrosion
is retarded e.g. when iron is coated with zinc,
iron is protected from rusting.
4 .TYPES OF CORROSION [1]
Pitting corrosion
Pitting corrosion is most likely to occur in concrete
with good conductivity, a high content of alkali (i.e.
non-carbonated) and a moderate level of chloride (or
chloride reaching only isolated areas of the
reinforcement). The chloride ion breaks down the
passive film locally in those areas where the
concentration is high or the passive film is weak. A
localized corrosion cell is formed with adjacent areas
of passive steel acting as a cathode, where oxygen is
reduced, and the anodic dissolution of iron taking
place only at the small central anode. Several factors
then maintain or aggravate the development of the
existing pit rather than to spread the corrosion or
nucleate new pits. Acid is produced at the anode (pit
site) due to hydrolysis reactions and alkali at the
cathode due to the reduction of oxygen. Under the acid
conditions present, the corrosion products formed are
soluble. Therefore, considerable amounts of corrosion
can occur without spalling of the concrete. In pitting
corrosion access of oxygen is the major factor in
determining the total amount of corrosion. However,
with the large cathode/anode area ratio, intense pitting
can result even with limited oxygen supply.
General corrosion
General corrosion may result from carbonation or due
to the presence of large amounts of chlorides, so a
large number of closely situated pits are formed. Both
anodic and cathodic processes take place everywhere
on the surface, and the pH shifts associated with each
of these processes cancel each other.This means that
the anodic dissolution takes place in a near neutral or
alkaline environment, where oxygen has access. The
corrosion product, in this case, is solid rust, which
occupies about 4 times the volume of the metal that
has been corroded. The buildup of corrosion products
on the steel reinforcing bars exerts tensile forces on
the concrete cover resulting in cracking and spalling.In
practice, general corrosion caused by carbonation or
by chlorides has different characteristics. In cases,
where carbonation has penetrated deeply, the concrete
is likely to be rather permeable and semi-dry, and the
rate of corrosion, once it starts, is probably controlled
by the relatively high resistivity and lack of water
rather than the diffusion of oxygen. The time-of
wetness , known to be an important factor in
atmospheric corrosion, is an appropriate measure of
corrosion rate under these conditions.Conversely,
3. International Journal of Research in Advent Technology, Vol.4, No.1, January 2016
E-ISSN: 2321-9637
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6
corrosion in chloride-rich concrete is more often found
where water is abundant and resistivity of the concrete
is low. Under these conditions the diffusion of oxygen
through the water- filled pores is the rate determining
factor.
Macro-Cell Corrosion
Under certain conditions, it is possible for the anodic
and cathodic sites to be significantly remote from each
other so that the reaction products from the anode and
cathode reactions do not interact. Such conditions can
exist if some of the steel is inanaerobic conditions and
if the concrete is sufficiently conductive (i.e low
resistivity, 12k cm or less) to carry the macro -cell
corrosion current. Typically this occurs in a concrete
member with its lower parts permanently immersed
in sea-water and extending upwards through the tidal
and splash zones. This may include bridge and wharf
piles, and skirting panels for wharves or promenades.
Under conditions of macro-cell corrosion, the cathode
reaction occurs in the oxygen-rich tidal or splash
zones, with no noticeable effect on the concrete.The
steel, however, dissolves at the anode which will be
the immersed lower part of the member, saturated
with sea-water but with little or no available oxygen.
The ferrous ions react with anions present in sea-water
(chlorides, sulphates, hydroxides) to produce ionic
compounds which form a sticky black/green colloidal
paste within the concrete, often referred to as "black
rust". Since this is not an expansive reaction, the
colloidal corrosion products will opportunistically
occupy available spaces such as voids and pores, or
fracture planes if cracking is present from other
causes. The colloid can slowly migrate to the surface
where, if oxygen is more abundant, it may form
conventional brown/orange rust stains, or it may
simply be lost in the sea-water. S ince there are few
outward signs of this mechanism, and although this
process is generally slow, significant loss of metal can
occur over time with subsequent loss of structural
integrity and possible sudden, catastrophic failure.
Even concrete of high quality and density can corrode
by this mechanism
5 REASONS OF CORROSION [4]
The two most common causes of reinforcement
corrosion are:
1. Localised breakdown of the passive film on steel by
chloride ions and
2. General breakdown of passivity by neutralization of
the concrete, predominantly by reaction with
atmospheric CO2.
6. EFFECTS OF CORROSION [5]
The reinforcement in concrete structures is harmful in
the following ways:
The presence of rust impairs the bond strength of
reinforcement because corrosion occurs at the
raised ribs and fills the gap between ribs,thus
evening out the original deformed shape.In
essence the bond between the raised ribs and
concrete.the reduction of mechanical locks by
corrosion results in the decline in bond strength
with concrete.
The corrosion reduces the effective cross
sectional area of bar leads to decrease in tensile
strength.
The corrosion products occupy about 3 times the
original volume of steel from which it is
formed.such increase in volume generates
significant bursting forces in the vicnity of steel
reinforcement.cracks are formed along the bars
when the tensile strength of concrete is exceeded.
Fig 3 Corrosion cycle[1]
7. PREVENTION [6]
1.Epoxy coating to rebar to protect them from
moisture and aggressive agents. The embedded epoxy
coating on steel bars provide a certain degree of
protection to the steel bars and thereby, delay the
initiation of corrosion. These coatings prevent
movement of moisture to the steel surface but restrict
oxygen penetration.
2. Stainless steel can be used in lieu of conventional
reinforcements.
3. Use of fly ash concrete with low permeability which
would delay the arrival of carbonation and chlorites at
the level of the rebar. They form a calcium silica
hydrate (CSH) compound that over time effectively
reduces concrete diffusivity to oxygen, carbon
dioxide, water and chloride ions.
4.Electro chemical injection of organic base corrosion
inhibitors into carbonated concrete.
8. STRATEGIES FOR INVESTIGATION OF A
CORRODED RC STRUCTURE [2]
A visual survey was conducted, whether the corrosion
of reinforcement bar is really a cause of distress. The
survey includes careful investigation of the structure
for any sign of distress such as cracking, spalling and
rust staining.
4. International Journal of Research in Advent Technology, Vol.4, No.1, January 2016
E-ISSN: 2321-9637
Available online at www.ijrat.org
7
Reinforcement Corrosion Monitoring Techniques
Half – Cell potential
Concrete resistivity
polarization resistance
9. CONCLUSION
Concrete is good combination of compressive and
tensile strength but due to corrosion tensile strength of
concrete is decreasing.The main cause of
reinforcement corrosion is presence of chloride ions
and carbonates.It is harmful for the health of concrete
in many aspects but a good structural design ,good
detailing and a well chosen cement mix which results
in a durable concrete may provide sufficient protection
for many applications.
REFERENCES
[1] Rattan A, Sharma S,Kwatra N :Effect of corrosion
on static and dynamic behaviour of RC beams
ME thesis Thapar University ,Patiala.
[2] Shamsad Ahmad: Reinforcement corrosion in
concrete structures, its monitoring and service life
prediction––a Review,J. Cement & Concrete
Composites
[3]Reinforcement Corrosion in Concrete Structures
and Service Life Predictions – A Review Sushil
DHAWAN1 , Suresh BHALLA and
B.BHATTACHARJEE Department of Civil
Engineering, Indian Institute of Technology Delhi
(IITD), India, 110016
[4]An Experiment Study on Behavior of Corrosion RC
Beams with Different Concrete Strength Lei
Wang, Chu Li, and Jin Yi
[5]Rteil, A.A.; Soudki, K.A., and Topper, T.H.,
(2007). Preliminary experimental investigation of
the fatigue bond behavior of CFRP confined RC
beams. Construction and Building Materials
[6] Uhlig H. H.: Corrosion and corrosion control ,
John Wiley and Sons, (1983).