Relevant bibliographies by topics / And Protective Concrete Structures

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'And Protective Concrete Structures'

Author: Grafiati
Published: 2 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "And Protective Concrete Structures"

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Korolko, Serhiy, and Bohdan Seredyuk. "Nanomodified rapid hardening concretes reinforced with dispersed basaltic fibers." Military Technical Collection, no. 24 (May 20, 2021): 57–63. http://dx.doi.org/10.33577/2312-4458.24.2021.57-63.

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The article considers modern perspectives and directions of using fast – hardening high – strength concretes for protection against striking factors of action of different types of weapons. It is shown that the use of concrete materials in weapons and military equipment is one of the important components of defense structures and protective fortifications during hostilities as platoons and bases, and structures for the protection of civilians. The possibility of obtaining such concretes for the creation of special purpose fortifications is shown. Developed concrete structures have increased st
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Kobayashi, Kazusuke. "Protective Coating for Concrete Structures." Concrete Journal 23, no. 8 (1985): 20–23. http://dx.doi.org/10.3151/coj1975.23.8_20.

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Kostyuk, Tetiana, Andriy Plugin, Dmytro Plugin, Oleksandr Bondarenko, and Olena Dedenova. "MECHANISM FOR CREATING A CEMENT COMPOSITE WITH ENHANCED HYDROPHYSICAL AND RADIATION PROTECTION PROPERTIES." Collection of Scientific Works of the Ukrainian State University of Railway Transport, no. 206 (December 11, 2023): 101–11. http://dx.doi.org/10.18664/1994-7852.206.2023.296647.

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In modern conditions, the environmental component of building protective materials is guaranteed by the creation of composites capable of protecting underground and above-ground parts of buildings and structures in flooded areas from the filtration of radiation-contaminated water, industrial wastewater, radon, etc. Therefore, the problem of developing modern, including radiation-protective materials for the construction industry is urgent. Concrete is a good moderator and absorber of fast neutrons and intensively absorbs gamma radiation. Concrete consists of cement, sand and gravel. Cement con
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Klingsch, Eike Wolfram, Andrea Frangi, and Mario Fontana. "Fire Protection of High-Performance Concrete Using Protective Lining." Applied Mechanics and Materials 82 (July 2011): 758–63. http://dx.doi.org/10.4028/www.scientific.net/amm.82.758.

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The paper presents results of experimental and numerical analyses on the fire behavior of concrete elements protected by sprayed protective linings. Particular attention is given to high- (HPC) and ultrahigh performance concrete (UHPC), as HPC and UHPC tend to exhibit explosive spalling in fire due to low porosity. The results provide basic input data for the development of simplified rules for the fire design of concrete structures protected by sprayed protective linings.
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Årskog, V., K. Borgund, and Odd E. Gjørv. "Effect of Concrete Hydrophobation against Chloride Penetration." Key Engineering Materials 466 (January 2011): 183–90. http://dx.doi.org/10.4028/www.scientific.net/kem.466.183.

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For concrete structures in chloride containing environments, hydrophobic surface treatments are often used as an additional protective measure for protecting the embedded steel against corrosion. In recent years, silane-based hydrophobic agents that can be used as concrete admixtures for making the whole concrete hydrophobic have also been introduced. In the present paper, the protective effectiveness of such an admixture against chloride penetration has been investigated. For comparison, some field investigations on the effectiveness of a traditional surface hydrophobation of two concrete har
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Bilyk, S. І., and А. S. Bilyk. "COMPARISON OF THE METHODS OF PENETRATION OF THE ENEMY'S AIR ATTACK MEANS IN REINFORCED CONCRETE STRUCTURES OF CRITICAL INFRASTRUCTURE FACILITIES PROTECTION." Modern structures of metal and wood, no. 28 (August 2024): 75–84. http://dx.doi.org/10.31650/2707-3068-2024-28-75-84.

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On the basis of the literature review, trends in the development of studies of engineering protection of critical infrastructure objects were revealed. The review of scientific works revealed the direction of improving the physical and mechanical properties of building protective structures. It is noted that large-scale experimental and theoretical studies of reinforced concrete structures and reinforced concrete protective plates with the use of fiber were carried out.
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Kamaitis, Zenonas. "MODELLING OF CORROSION PROTECTION FOR REINFORCED CONCRETE STRUCTURES WITH SURFACE COATINGS/GELŽBETONINIŲ KONSTRUKCIJŲ SU PAVIRŠINĖMIS DANGOMIS KOROZINĖS APSAUGOS MODELIAVIMAS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 14, no. 4 (2008): 241–49. http://dx.doi.org/10.3846/1392-3730.2008.14.23.

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Corrosion is a serious problem for the durability of reinforced concrete structures. These structures need to be protected from corrosion in a variety of exposure conditions ranging from atmospheric to continuous immersion in water or chemicals. One of the ways to protect reinforced concrete structures from corrosion is to use protective coatings. The surface barriers of non‐degradable materials are able to slow down considerably the rate of deterioration of concrete structures and to overcome most durability problems associated with external attack. Design of durability of concrete structures
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HAIKO, H. I., A. L. HAN, V. V. VAPNICHNA, and I. O. MATVIICHUK. "ANALYSIS OF PROGRESSIVE DESIGN SOLUTIONS FOR UNDERGROUND CIVIL PROTECTION STRUCTURES." Bridges and tunnels: Theory, Research, Practice, no. 26 (November 26, 2024): 31–40. http://dx.doi.org/10.15802/bttrp2024/315286.

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Purpose. Analysis of progressive types and structures of underground civil defense structures against air strikes, development and implementation of innovative solutions in the practice of construction and reconstruction of protective objects, especially for cases of direct impact of ammunition into the perimeter of an underground structure. Methodology. Comparative analysis and differentiation of protective structures, improved methods of renovation and application of existing underground facilities for a new (protective) purpose; methods of finding new technical solutions for the protection
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van Breugel, K. "Establishing performance criteria for concrete protective structures." Structural Concrete 2, no. 3 (2001): 133–43. http://dx.doi.org/10.1680/stco.2001.2.3.133.

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Zhu, Xingji, Can Zhao, Longjun Xu, Yujin Wang, Shibin Lin, and Guochen Zhao. "Numerical Integration Study of Penetration and Blasting Damage for Composite Underground Protective Structure with Reinforcement Layers." Buildings 14, no. 6 (2024): 1848. http://dx.doi.org/10.3390/buildings14061848.

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In response to the increasing threat of powerful earth-penetrating weapons, underground protective structures typically employ composite structural systems with reinforced steel layers. However, current numerical studies often simplify the entire structural system to plain concrete when assessing damage effects, and penetration and blasting processes are treated separately using a restart method. In this paper, we adopt an integrated simulation approach to analyze the resistance performance of composite protective structures with reinforcement layers. The results reveal significant differences
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Dissertations / Theses on the topic "And Protective Concrete Structures"

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Hansson, Håkan. "Warhead penetration in concrete protective structures." Licentiate thesis, KTH, Betongbyggnad, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-48009.

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The analysis of penetration of warheads in concrete protective structures is an important part of the study of weapon effects on protective structures. This type of analysis requires that the design load in the form of a warhead is determined, and its characteristic and performance within a protective structure is known. Constitutive equations for concrete subjected to weapon effects have been a major area of interest for a long time, and several material models for concrete behaviour are developed. However, it is not until recent years that it has been possible to use finite element (FE) anal
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Hassanein, Alea El Din Mohamed. "Intermittent cathodic protection of reinforced concrete structures." Thesis, Imperial College London, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.287182.

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Selander, Anders. "Hydrophobic Impregnation of Concrete Structures : Effects on Concrete Properties." Doctoral thesis, KTH, Brobyggnad inkl stålbyggnad, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-12179.

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Hydrophobic impregnations often referred to as water repellent agents, today mainly consisting of alkylalkoxysilanes, are often used on concrete to prolong the service life of the structure. This is accomplished by protecting the reinforcement bars from chlorides or by changing the moisture content inside. When the concrete is treated with a water repellent agent the properties of the surface layer becomes hydrophobic and thereby water droplets are stopped from entering, still allowing water vapour to pass through. This change can reduce chloride ingress and stop heavy rain from penetrating th
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Srour, Mahdi. "Rocking system for seismic protection of reinforced concrete structures." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2012. http://amslaurea.unibo.it/3255/.

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Walsh, Michael Thomas. "Corrosion of Steel in Submerged Concrete Structures." Scholar Commons, 2015. http://scholarcommons.usf.edu/etd/6048.

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This investigation determined that severe corrosion of steel can occur in the submerged portions of reinforced concrete structures in marine environments. Field studies of decommissioned pilings from actual bridges revealed multiple instances of strong corrosion localization, showing appreciable local loss of steel cross-section. Quantitative understanding of the phenomenon and its causes was developed and articulated in the form of a predictive model. The predictive model output was consistent with both the corrosion rate estimates and the extent of corrosion localization observed in the fiel
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Christodoulou, Christian. "Repair and corrosion management of reinforced concrete structures." Thesis, Loughborough University, 2013. https://dspace.lboro.ac.uk/2134/13577.

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The durability of concrete structures is affected by a number of factors such as environmental exposure, electrochemical reactions, mechanical loading, impact damage and others. Of all of these, corrosion of the reinforcement is probably the main cause for the deterioration of steel reinforced concrete (RC) structures. Corrosion management is becoming increasingly necessary as a result of the growing number of ageing infrastructure assets (e.g. bridges, tunnels etc.) and the increased requirement for unplanned maintenance in order to keep these structures operational throughout their design li
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Jappie, Luqmaan. "Literature review of the use of common protective coatings for concrete structures with experiences in the South African context." Master's thesis, Faculty of Engineering and the Built Environment, 2019. http://hdl.handle.net/11427/30127.

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INTRODUCTION The main objective of this dissertation is to compile a comprehensive literature review of surface protection systems, including their historical development, specification and use, and to conduct an industry review from the South African market. With a vast amount of deteriorating reinforced concrete structures and fast developing technology of surface treatments, it is important that engineers have a good working understanding of concrete deterioration, repair and the use of surface protection systems. Additionally, engineers need to have a good understanding of the pore struct
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Oleiwi, H. M. "Using cathodic protection to control corrosion of reinforced concrete structures." Thesis, University of Salford, 2018. http://usir.salford.ac.uk/47895/.

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Cathodic protection (CP) has been increasingly used on reinforced concrete structures to protect steel reinforcement from corrosion. However, due to the complexity of environmental conditions, the specifications in national and international standards are still open to discussion in engineering practices for their accurate suitability. To some extent, the design aspects are still based on practical experience. It implies a great deal of estimations and assumptions. The research conducted in the thesis aims to address some of these challenges. To obtain reliable experimental results, the presen
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Sohrabi, Mohammad Reza. "Thin layered systems for the repair and protection of concrete structures." Thesis, University of Newcastle Upon Tyne, 1996. http://hdl.handle.net/10443/485.

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Thin layered systems can be considered as a solution to the repair and protection of concrete structures. This subject was studied in the current investigation. Some common uses of these systems include protection, upgrading and rehabilitation of the floor slabs,restoration of appearance of the structures, impermeability, skid resistance, wear resistance, and protection of the reinforcing steel of concrete structures against atmospheric or chemical attack. However it can be said that protection, upgrading and rehabilitation of floor slabs are the main uses for the design of modem thin layered
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Das, S. C. "Zinc rich paint as anode system for cathodic protection (CP) of reinforced concrete structures and development of corrosion/CP monitoring probes." Thesis, Coventry University, 2012. http://curve.coventry.ac.uk/open/items/5f6b4228-1557-4cf8-bebd-97b5b70bb594/1.

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Since mid-80‟s cathodic protection (CP) has been recognised as the „‟only technique known to stop corrosion regardless of the levels of chloride contamination in concrete‟‟ (FHWA, 1982) and is proved to be the most cost effective means to extend the useful life of the structure. Cathodic protection is an electrochemical technique to stop/mitigate corrosion by supplying „current‟ from an external source in order to suppress the „internally generated‟ current flow due to corrosion processes. The „external‟ current source could be obtained simply by coupling the steel to another electrochemically
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Books on the topic "And Protective Concrete Structures"

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Chess, Paul M. Cathodic Protection for Reinforced Concrete Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9781351045834.

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Woodson, R. Dodge. Concrete structures: Protection, repair and rehabilitation. Butterworth-Heinemann, 2009.

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1938-, Mailvaganam N. P., ed. Repair and protection of concrete structures. CRC Press, 1992.

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Perkins, Philip H. Repair, protection and waterproofing of concrete structures. 3rd ed. E. & F.N. Spon, 1997.

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Henderson, J. The repair and protection of concrete structures. Concrete Construction Exhibitions, 1988.

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Perkins, Philip Harold. Repair, protection and waterproofing of concrete structures. 3rd ed. E&FN Spon, 1997.

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Harold, Perkins Philip, ed. Repair, protection, and waterproofing of concrete structures. Elsevier Applied Science Publishers, 1986.

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National Association of Corrosion Engineers. Cathodic protection of reinforcing steel in atmospherically exposed concrete structures. National Association of Corrosion Engineers, 1990.

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Wood, Paul Malcolm. An investigation into the cathodic protection criteria for reinforced concrete structures. UMIST, 1998.

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National Association of Corrosion Engineers. Cathodic protection of reinforcing steel in atmospherically exposed concrete structures systems. NACE, 1990.

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Book chapters on the topic "And Protective Concrete Structures"

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Han, Lin-Hai. "Protective Design of Concrete-Filled Steel Tubular (CFST) Structures." In Theory of Concrete-Filled Steel Tubular Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2170-6_7.

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El-Reedy, Mohamed Abdallah. "Methods for Protecting Steel Reinforcements." In Steel-Reinforced Concrete Structures, 3rd ed. CRC Press, 2023. http://dx.doi.org/10.1201/9781003407058-7.

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Chess, Paul M. "The Corrosion Process in Reinforced Concrete." In Cathodic Protection for Reinforced Concrete Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9781351045834-1.

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Hu, Zongbo. "Analysis of Impact Resistance and Optimization of Protective Capacity for Steel Reinforced Concrete Columns." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. https://doi.org/10.1007/978-981-97-6238-5_14.

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AbstractThrough simulated horizontal impact tests on steel-reinforced concrete column components, the dynamic response of steel-reinforced concrete columns under different impact heights, boundary conditions, and impact velocities was obtained. The results indicate that with an increase in impact energy, the peak impact force shows an upward trend. As the impact height increases, the impact force gradually decreases, with higher forces near the end. When the mass of the impacting object is 2580 kg and the minimum velocity is 4.58 m/s, the maximum residual displacement occurs in the impact zone
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Chess, Paul M. "History of Cathodic Protection in Reinforced Concrete." In Cathodic Protection for Reinforced Concrete Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9781351045834-2.

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Chess, Paul M. "How Cathodic Protection Works in Reinforced Concrete." In Cathodic Protection for Reinforced Concrete Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9781351045834-6.

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Chess, Paul M. "Present Use of Impressed Current Cathodic Protection in Reinforced Concrete." In Cathodic Protection for Reinforced Concrete Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9781351045834-3.

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Chess, Paul M. "Present Use of Galvanic Anodes for Cathodic Protection in Reinforced Concrete." In Cathodic Protection for Reinforced Concrete Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9781351045834-4.

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Chess, Paul M. "Future Use of Cathodic Protection in Reinforced Concrete." In Cathodic Protection for Reinforced Concrete Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9781351045834-5.

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Chess, Paul M. "Defects with Existing Standards." In Cathodic Protection for Reinforced Concrete Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9781351045834-7.

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Conference papers on the topic "And Protective Concrete Structures"

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Bavarian, Behzad, Akinbosede Oluwaseye, Lisa Reiner, and Jessica Meyer. "Migrating Corrosion Inhibitors to Protect Reinforced Concrete Structures." In CORROSION 2018. NACE International, 2018. https://doi.org/10.5006/c2018-11011.

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Abstract Most transportation infrastructure is built from steel and concrete. The steel may be in structural sections, such as girders, piles or rails, or embedded in concrete to form reinforced or prestressed concrete. Concrete provides excellent protection for embedded steel because Portland cement is very alkaline, forming a passive, protective layer on the steel surface. Concrete is also permeable, and even good-quality concrete can be penetrated by aggressive chemical ions that may initiate steel corrosion. Migrating corrosion inhibitors (MCIs), a blend of amine carboxylates and amino alc
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Cheshire, Brian, and Vaughn O‘Dea. "Concrete Structures in Wastewater Environments: Key Considerations for Substrate Repair and Surface Preparation for Protective Coatings/Linings Applications." In CORROSION 2024. AMPP, 2024. https://doi.org/10.5006/c2024-20364.

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Abstract Concrete is the most predominately used construction material for wastewater collection and treatment facilities. Nevertheless, there are still many questions and misconceptions on how to properly evaluate this substrate prior to commencing a coating or lining project. Knowing how to address any defects or necessary repairs is imperative for all projects, but in many cases, some of these repairs or details are omitted. In turn, questions still arise from the field on how to properly prepare these surfaces. Answering these questions is a vital task, as surface preparation is a major co
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O’Dea, Vaughn, Tim Fitzgerald, and Michael Lovell. "Coating Concrete with High-Performance Protective Linings: Understanding Mechanisms of Outgassing-induced Film Defects." In CONFERENCE 2025. AMPP, 2025. https://doi.org/10.5006/c2025-00089.

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Abstract Ordinary portland cement concrete is the most predominately used construction material for the building of chemical containment and immersion service structures in the municipal water and wastewater treatment industry. Protecting concrete with high-performance protective linings is crucial for preventing the deterioration of water and wastewater treatment structures from chemical attack, chloride ingress, and carbonation. The application of high-performance protective linings to hardened concrete—which includes shotcrete and cementitious repair mortars—can be a challenge due to its in
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Fuentes, L., S. Verhulst, J. O. Jirsa, D. W. Fowler, H. G. Wheat, and T. Moon. "The Use of Composite Wrapping on Reinforced Concrete Structures." In CORROSION 2000. NACE International, 2000. https://doi.org/10.5006/c2000-00820.

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Abstract The use of composite laminates as protective barriers on concrete surfaces has increased over the past few years. One of the recent applications is in the rehabilitation of concrete structures which have suffered corrosion damage. An actual system has recently been installed in Texas. A laboratory test program has been developed to simulate components of that system. Some of the variables being studied include specimen shape, flexural cracks, repair materials, length of wrap, resin selection, and concrete surface condition. Some of the features of the laboratory test program will be d
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Kessler, R. J., and R. G. Powers. "Update on Cathodic Protection of Reinforcing Steel in Concrete Marine Substructures." In CORROSION 1993. NACE International, 1993. https://doi.org/10.5006/c1993-93326.

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Abstract Corrosion of steel reinforcing bars in concrete due to the intrusion of chloride ions from seawater affects many structures in the marine environment. In recent years, cathodic protection has emerged as a practical means of minimizing the rate of corrosion in these structures. In Florida a variety of cathodic protection systems have been installed and evaluated for their ability to deliver the required protective current and for their durability. This paper describes three types of impressed current systems that are in operation on marine bridge substructures in Florida.
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Prabhu-Gaonkar, G. V., and Madan Kamat. "Developments and Application of Volatile Inhibitor Additives in Mortar for Repair of Concrete Structures." In CORROSION 2003. NACE International, 2003. https://doi.org/10.5006/c2003-03369.

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Abstract Repairs and rehabilitation of concrete structures is one of the most challenging job engineering fraternity faces today all over the world. Corrosion of reinforcing steel has been identified as the single largest factor responsible for deterioration of reinforced concrete structures. Effective procedures employed in the past to combat reinforcement corrosion have required either extensive cutting out and replacement of contaminated concrete at the level of embedded steel and treating the same with conventional protective measures or the use of electrochemical measures such as cathodic
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Ard, Chris. "Application of Fluid Applied Linings in Concrete Secondary Containment Structures." In Paint and Coatings Expo (PACE) 2008. SSPC, 2008. https://doi.org/10.5006/s2008-00002.

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Current governmental regulations have mandated that a high number of concrete structures, serving as secondary containment for chemical storage areas, are to receive some type of protective lining. These linings serve two purposes: 1) They protect the concrete substrate from chemical attack and physical abuse, and 2) They help to retain chemicals that leak from their primary containment or are spilt during transfer, preventing them from leaching through cracks or joints in the concrete and into the ground soil below. These linings can be pre-fabricated liners or fluid applied polymeric coating
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Tvarusko, Aladar. "Cathodic Protection of Various Concrete Structures Worldwide." In CORROSION 1993. NACE International, 1993. https://doi.org/10.5006/c1993-93335.

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Abstract A large variety of reinforced concrete structures are protected cathodically worldwide. Proprietary activated titanium anode mesh and ribbon, ELGARD™*, is applied to infrastructure, building, and maritime structures. Total surface area installed worldwide is 525,000 m2 (August 1992) of which 67% is in North America and 23% in Europe. The share of cathodic protection, CP on old concrete structures is 78%, while the share on new structures and elements is 22%. Mesh is used in 93% of CP installations. Anode mesh and ribbon installation techniques are described for a variety of old and ne
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Najar, Manuel. "Determining When to Coat Concrete." In Coatings+ 2020. SSPC, 2020. https://doi.org/10.5006/s2020-00042.

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Abstract Reinforced concrete is the most common building material in water and wastewater treatment facilities. It is very common to see unprotected concrete in severely corrosive environments or corroding reinforcing steel that has been exposed due to construction defects or coating failures. The decision to coat new and existing concrete structures can be very difficult for owners due to the cost, turn-around times for putting structures back into service, and lack of confidence in certain protective coatings. This paper will review some of the service environments and data that can prompt a
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Najar, Manuel. "Determining When to Coat Concrete." In Coatings+ 2020. SSPC, 2020. https://doi.org/10.5006/s2020-00033.

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Abstract Reinforced concrete is the most common building material in water and wastewater treatment facilities. It is very common to see unprotected concrete in severely corrosive environments or corroding reinforcing steel that has been exposed due to construction defects or coating failures. The decision to coat new and existing concrete structures can be very difficult for owners due to the cost, turn-around times for putting structures back into service, and lack of confidence in certain protective coatings. This paper will review some of the service environments and data that can prompt a
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Reports on the topic "And Protective Concrete Structures"

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Scott, Dylan, Steven Graham, Bradford Songer, Brian Green, Michael Grotke, and Tony Brogdon. Laboratory characterization of Cor-Tuf Baseline and UHPC-S. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40121.

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This experimental effort is part of a larger program entitled Development of Ultra-High-Performance Concrete Tools and Design Guidelines. This program operates in accordance with an agreement concerning combating terrorism research and development between the United States of America Department of Defense and the Republic of Singapore Ministry of Defence. The objective of the program is to develop a better understanding of the potential benefits that may be achieved from the application of ultra-high-performance concrete (UHPC) materials for protective structures. The specific effort detailed
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Sparks, Paul, Jesse Sherburn, William Heard, and Brett Williams. Penetration modeling of ultra‐high performance concrete using multiscale meshfree methods. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41963.

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Terminal ballistics of concrete is of extreme importance to the military and civil communities. Over the past few decades, ultra‐high performance concrete (UHPC) has been developed for various applications in the design of protective structures because UHPC has an enhanced ballistic resistance over conventional strength concrete. Developing predictive numerical models of UHPC subjected to penetration is critical in understanding the material's enhanced performance. This study employs the advanced fundamental concrete (AFC) model, and it runs inside the reproducing kernel particle method (RKPM)
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ALLAN, M. L. EVALUATION OF COATINGS AND MORTARS FOR PROTECTION OF CONCRETE COOLING TOWER STRUCTURES FROM MICROBIOLOGICALLY INFLUENCED CORROSION IN GEOTHERMAL POWER PLANTS. Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/751115.

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Elimam, Sarah. Canada's economic integration and resilience: lessons from CIRANO research. CIRANO, 2025. https://doi.org/10.54932/xusv8629.

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Despite the historically close relations that have enabled Canada and the United States to benefit from their trade integration, recent disruptions to world trade have challenged the foundations of this so-called protective interdependence. Since 2020, a number of research projects conducted at CIRANO have highlighted the structural vulnerabilities generated by this interdependence: saturation of logistics infrastructures, asymmetric exposure to shocks, overdependence on a single partner. All these factors call for a rethinking of our economic strategies and a reassessment of our investment pr
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NAGY, KATHRYN L., RANDALL T. CYGAN, C. JEFFREY BRINKER, and ALAN SELLINGER. Protective coatings for concrete. Office of Scientific and Technical Information (OSTI), 2000. http://dx.doi.org/10.2172/756038.

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Groeneveld, Andrew, and C. Crane. Advanced cementitious materials for blast protection. Engineer Research and Development Center (U.S.), 2023. http://dx.doi.org/10.21079/11681/46893.

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Advanced cementitious materials, commonly referred to as ultra-high performance concretes (UHPCs), are developing rapidly and show promise for civil infrastructure and protective construction applications. Structures exposed to blasts experience strain rates on the order of 102 s-1 or more. While a great deal of research has been published on the durability and the static properties of UHPC, there is less information on its dynamic properties. The purpose of this report is to (1) compile existing dynamic property data—including compressive strength, tensile strength, elastic modulus, and energ
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Read, David L., and Larry C. Muszynski. Energy Absorbing Materials for Protective Structures. Phase 2. Defense Technical Information Center, 1994. http://dx.doi.org/10.21236/ada311039.

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Brannon, Daniel G., and James S. Davidson. Advanced Computation Dynamics Simulation of Protective Structures Research. Defense Technical Information Center, 2013. http://dx.doi.org/10.21236/ada587116.

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Pesic, Batric, Krishnan Raja, Yumping Xi, and Jiheon Jun. Doubling the Life of Concrete Structures. Office of Scientific and Technical Information (OSTI), 2017. http://dx.doi.org/10.2172/1375328.

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Kenneth W. Ayers, Frank L. Parker, Mark D. Abkowtiz, et al. Reuse of concrete from contaminated structures. Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/764424.

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