Steel Corrosion Induced Concrete Cracking

Download or Read online Steel Corrosion Induced Concrete Cracking full in PDF, ePub and kindle. This book written by Yuxi Zhao and published by Butterworth-Heinemann which was released on 08 March 2016 with total pages 204. We cannot guarantee that Steel Corrosion Induced Concrete Cracking book is available in the library, click Get Book button to download or read online books. Join over 650.000 happy Readers and READ as many books as you like.

Steel Corrosion Induced Concrete Cracking
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Publisher : Butterworth-Heinemann
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ISBN : 9780128092101
Pages : 204 pages
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Steel Corrosion Induced Concrete Cracking presents the latest advances in the origin, mechanism and development of corrosion-induced cracking in concrete. It investigates topics including expansion coefficient and elastic modulus of steel corrosion, rust layer and rust distribution, spatial distribution of corrosion products, the shape of corrosion-induced cracks and so on. This book concludes by proposing an improved corrosion-induced cracking model, which considers the phenomena of the simultaneous occurrence of corrosion layer accumulation and corrosion filling in concrete. This book will be a valuable reference book for researchers and graduate students in the field of concrete durability and concrete structure, and industry engineers who are concerned with the deterioration mechanisms and the life cycle of reinforced concrete structures. Proposes a new corrosion-induced concrete cracking model, which takes into account the phenomenon of the simultaneous occurrence of corrosion layer accumulation and corrosion filling paste. Investigates the parameters and values of expansion coefficients and elastic modulus of steel corrosion, which enables a more rational prediction of concrete surface cracking Introduces the use of the Gaussian function to describe the non-uniform spatial distribution of corrosion products.

Steel Corrosion Induced Concrete Cracking

Steel Corrosion Induced Concrete Cracking presents the latest advances in the origin, mechanism and development of corrosion-induced cracking in concrete. It investigates topics including expansion coefficient and elastic modulus of steel corrosion, rust layer and rust distribution, spatial distribution of corrosion products, the shape of corrosion-induced cracks and so on.

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Modeling of Interaction Between Corrosion induced Concrete Cover Crack and Steel Corrosion Rate

Download or read online Modeling of Interaction Between Corrosion induced Concrete Cover Crack and Steel Corrosion Rate written by Chong Cao, published by Unknown which was released on 2012. Get Modeling of Interaction Between Corrosion induced Concrete Cover Crack and Steel Corrosion Rate Books now! Available in PDF, ePub and Kindle.

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Effect of Localized Corrosion of Steel on Chloride Induced Concrete Cover Cracking in Reinforced Concrete Structures

A mechanical model was developed to improve understanding of the underlying mechanism responsible for corrosion-induced stresses. A thick-walled multiple-cylinder approach was employed to simulate crack initiation and propagation to account for the residual strength property of concrete after cracking by applying the principles of applied elasticity. For a given concrete

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Corrosion of Steel in Concrete Structures

Corrosion of reinforcing steel is now recognized as the major cause of degradation of concrete structures in many parts of the world. Despite this, infrastructure expenditure is being unreasonably decreased by sequestration and the incredible shrinking discretionary budget. All components of our infrastructure including highways, airports, water supply, waste treatment,

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Corrosion and its Consequences for Reinforced Concrete Structures

This book serves as an indispensable guide for engineers, scientists and researchers, exploring the fundamental aspects of corrosion in reinforced concrete. Its originality lies in the coupling between the reinforcement corrosion of reinforced concrete and its mechanical behavior.The authors describe the specific theoretical foundations of the corrosion of steel

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Chloride Induced Steel Corrosion in Concrete Under Service Loads

This book summarizes the latest advances in understanding chloride ingress and steel corrosion in concrete under service loads. Unlike the existing literature, it focuses specifically on the effect of service loads on chloride-induced durability issues in reinforced concrete structures. It discusses how service loads affect the moisture and chloride penetration

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Life Cycle Analysis and Assessment in Civil Engineering  Towards an Integrated Vision

This volume contains the papers presented at IALCCE2018, the Sixth International Symposium on Life-Cycle Civil Engineering (IALCCE2018), held in Ghent, Belgium, October 28-31, 2018. It consists of a book of extended abstracts and a USB device with full papers including the Fazlur R. Khan lecture, 8 keynote lectures, and 390 technical papers from

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Corrosion of Steel in Concrete

Steel-reinforced concrete is used ubiquitously as a building material due to its unique combination of the high compressive strength of concrete and the high tensile strength of steel. Therefore, reinforced concrete is an ideal composite material that is used for a wide range of applications in structural engineering such as

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Holistic Electrochemical and Mechanical Modeling of Corrosion induced Cracking in Concrete Structures

Download or read online Holistic Electrochemical and Mechanical Modeling of Corrosion induced Cracking in Concrete Structures written by Goli Nossoni, published by Unknown which was released on 2010. Get Holistic Electrochemical and Mechanical Modeling of Corrosion induced Cracking in Concrete Structures Books now! Available in PDF, ePub and Kindle.

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Steel Corrosion and Degradation of its Mechanical Properties

This book presents the state-of-the-art-knowledge on corrosion of steel, cast iron and ductile iron with a focus on corrosion-induced degradation of their mechanical properties. The information presented in the book is largely derived from the most current research on the effect of corrosion on degradation of mechanical properties. The book

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Corrosion in Reinforced Concrete Structures

Reinforced concrete has the potential to be very durable and capable of withstanding a variety of adverse environmental conditions. However, failures in the structures do still occur as a result of premature reinforcement corrosion. In this authoritative book the fundamental aspects of this complex process are analysed; focusing on corrosion

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Enamel Coated Steel Reinforcement for Improved Durability and Life cycle Performance of Concrete Structures  Microstructure  Corrosion  and Deterioration

"This study is aimed (a) to statistically characterize the corrosion-induced deterioration process of reinforced concrete structures (concrete cracking, steel mass loss, and rebar-concrete bond degradation), and (b) to develop and apply three types of enamel-coated steel bars for improved corrosion resistance of the structures. Commercially available pure enamel, mixed enamel

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Sustainable Construction

Construction is one of the main sectors that generates greenhouse gases. This industry consumes large amounts of raw materials, such as stone, timber, water, etc. Additionally, infrastructure should provide service over many years without safety problems. Therefore, their correct design, construction, maintenance, and dismantling are essential to reducing economic, environmental,

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Service Life and Durability of Reinforced Concrete Structures

This volume contains the proceedings of the 8th International PhD Student Workshop on Service Life and Durability of Reinforced Concrete Structures that was held in Marne-la-Vallée, France, on September the 26th and 27th 2016. Topics discussed in the book are related to durability performance of reinforced concrete, service life modelling,

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Brittle Matrix Composites

Steel corrosion is a major problem with concrete structures. For concrete structures exposed to chlorides, once a critical chloride concentration is reached at the steel surface, corrosion starts to occur. For a given cover thickness, the corrosion initiation time depends on the chloride diffusivity. For different kinds of concrete, the

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