Relevant bibliographies by topics / Concrete repair materials

Contents

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

Academic literature on the topic 'Concrete repair materials'

Author: Grafiati
Published: 4 June 2021
Last updated: 16 February 2022

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Journal articles on the topic "Concrete repair materials"

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Czarnecki, Lech, Robert Geryło, and Krzysztof Kuczyński. "Concrete Repair Durability." Materials 13, no. 20 (2020): 4535. http://dx.doi.org/10.3390/ma13204535.

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The repairs of building structures are inevitable and indispensable. Repairs are used to restore or maintain the usability of existing facilities, often contributing to the extension of their expected service life, increasing the sustainability of building resources. Given that conservation rules are observed, repairs are also used to save monuments. The concept of repair durability brings to the foreground the durability of the repaired structure (after repair): what service life has been obtained/recovered as a result of the repair. Based on the available data (limited set), a generalised di
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Jassa, Primesh, Hans Beushausen, and Ines Tchetgnia Ngassam. "Alternative patch repair materials for rebar corrosion damage." MATEC Web of Conferences 199 (2018): 07017. http://dx.doi.org/10.1051/matecconf/201819907017.

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One of the most common methods adopted in the rehabilitation of corrosion-damaged concrete is the patch repair procedure. However, in practice this method has shown to often be unreliable as a consequence of the widespread occurrence of shrinkage induced cracking and poor substrate-patch adhesion leading to debonding of the patch repair. From a practical point of view, such failed repair systems essentially restore the repaired concrete back to a deteriorated state. There is a common belief that repairing concrete with specialised proprietary repair materials would guarantee durability. Howeve
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Vaysburd, Alexander. "Specifying Concrete Repair Materials." MATERIAŁY BUDOWLANE 1, no. 3 (2016): 44–47. http://dx.doi.org/10.15199/33.2016.03.13.

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Litina, Chrysoula, and Abir Al-Tabbaa. "Development of sustainable concrete repair materials via microencapsulated agents." MATEC Web of Conferences 289 (2019): 11002. http://dx.doi.org/10.1051/matecconf/201928911002.

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Identification of non-structural damage in concrete infrastructure and actuation of preventive repair solutions is an established approach to avoid further structural damages and more expensive repair regimes. However the repair of concrete itself is not infallible with 55% of reported repairs in the EU failing within 5 years of service. Thus the already once repaired concrete structure is then subject to a constant cycle of repeated repair and a cumulative associated life cycle cost. The development of external repair material with self-healing capabilities, can affect a real step-change on t
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Bennison, Paul, and Christopher G. Lloyd. "Materials for concrete repair - ‘Innovations’." Construction and Building Materials 1, no. 3 (1987): 117–22. http://dx.doi.org/10.1016/0950-0618(87)90011-0.

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Yodsudjai, Wanchai. "Application of Fly Ash-Based Geopolymer for Structural Member and Repair Materials." Advances in Science and Technology 92 (October 2014): 74–83. http://dx.doi.org/10.4028/www.scientific.net/ast.92.74.

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The applications of using fly ash-based geopolymer as a structural member and a repair materials in reinforced concrete structure was conducted. The optimum mix proportion of fly ash-based geopolymer concrete using for structural beam and fly ash-based geopolymer mortar using for repair material were developed. The flexural behavior of fly ash-based geopolymer reinforced concrete and the durability aspect namely the corrosion of steel reinforcement were investigated using the electrical acceleration. For the repair purpose, the fundamental properties; that is, compressive strength, flexural st
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Czarnecki, Lech. "Polymer-Concrete Composites for the repair of concrete structures." MATEC Web of Conferences 199 (2018): 01006. http://dx.doi.org/10.1051/matecconf/201819901006.

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In less than one century concrete has become the most widely used construction material over the world. In less than half of century it is difficult to imagine a concrete totally without polymers. An implantation of polymers into concrete has taken effect in the form of Concrete Polymer Composite: C-PC. Since then (1975) the development of new concrete classes have been ongoing: C-PC = PMC + PCC + PI + PC, where PMC Polymer Modified Concrete (polymer cont. < 1% concrete mass); PCC Polymer Cement Concrete (> 1% concrete mass); PIC Polymer Impregnated Concrete (3-8% concrete mass), PC Poly
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Eldho, Choorackal A., Ominda Nanayakkara, Jun Xia, and Stephen W. Jones. "Macrocell Corrosion Formation in Concrete Patch Repairs - A Laboratory Study." Key Engineering Materials 711 (September 2016): 68–75. http://dx.doi.org/10.4028/www.scientific.net/kem.711.68.

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Corrosion of reinforcement steel bars is a major threat to the durability of concrete structures exposed to chloride contaminated environment. Patch repairing is widely practiced in affected structures to avoid further damage due to corrosion. Macrocell formation within the patch repair is identified as one main reason for the failure of patch repairs. In the present study, a group of patch repairing materials is tested for their potential to form macrocell corrosion after repaired in a chloride contaminated environment. The influence of parameters such as level of chloride contamination, type
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FRASSON, B. J., F. PELISSER, and B. V. SILVA. "Concrete crack repair analysis with metakaolin-based geopolymer cement." Revista IBRACON de Estruturas e Materiais 13, no. 2 (2020): 298–313. http://dx.doi.org/10.1590/s1983-41952020000200007.

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Abstract Among the advances in the use of geopolymer cements is their use as repair materials in concrete structures. The objective of this work was to use a geopolymer cement to repair cracks in concrete specimens, observing its mechanical performance and fracture modes. Cubic test specimens were produced and two types of cracks were evaluated as variables. Cracks were induced by steel sheets during concreting. The geopolymer cement paste and an epoxy adhesive, as reference, were used for the repairs. The results showed a 13% decrease in compressive strength for unrepaired concrete, and 3.7%
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Yodsudjai, Wanchai, and Ponpan Setpittayakul. "Influences of Repair Materials Properties on Reinforcement Corrosion-Induced Cover Cracking Time." Advanced Engineering Forum 21 (March 2017): 183–89. http://dx.doi.org/10.4028/www.scientific.net/aef.21.183.

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Cover cracking from reinforcement corrosion is one of the major causes of deteriorations in reinforced concrete structure. If the cover cracking time can be predicted, it would be useful for maintenance planning and budget allocation. The objective of this paper was to find the influence of repair materials on concrete cover cracking time. In this study, the corrosion of concrete reinforcement was accelerated by electricity. Using three types of materials, it was found that the cover cracking time of repair mortar was the shortest followed by those of concrete and non-shrink cement grout respe
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Dissertations / Theses on the topic "Concrete repair materials"

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Quezada, Ivan. "Investigating Rapid Concrete Repair Materials and Admixtures." DigitalCommons@USU, 2018. https://digitalcommons.usu.edu/etd/7398.

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This dissertation presents a literature review of the state-of-practice for the use of IC in concrete mixtures and how structural engineers and construction engineers can adapt IC to their present and future work. Current high early strength concrete mixtures have natural cracking and shrinkage problems due to the high content of cementitious material or their chemical components. Using IC allows for early strength, enhanced durability, reduced shrinkage and a better curing by providing water that can be absorbed by the cement past after the final set. Rapid hydration and high early strength P
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Chadwick, Rennie. "Performance of concrete repair materials as corrosion protection for reinforcement." Thesis, University of Surrey, 1993. http://epubs.surrey.ac.uk/757/.

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Rosewitz, Jessica A. "Advanced Bioinspired Approaches to Strengthen and Repair Concrete." Digital WPI, 2020. https://digitalcommons.wpi.edu/etd-dissertations/613.

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Concrete is the most widely used construction material in the world and is responsible for 7% of global carbon emissions. It is inherently brittle, and it requires frequent repair or replacement which is economically expensive and further generates large volumes of carbon dioxide. Current methods of repair by agents such as mortar, epoxies, and bacteria result in structures with reduced strength and resiliency. Recent advances in the design of structural composites often mimic natural microstructures. Specifically, the structure of abalone nacre with its high stiffness, tensile strength, and t
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Wang, Boyu. "Durability evaluation of cement-based repair materials used for corrosion-damaged steel-reinforced concrete structures." Thesis, 1st International Conference on New Horizons in Green Civil Engineering (NHICE), 2018. https://dspace.library.uvic.ca//handle/1828/9330.

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Concrete repair materials are being widely used to restore and extend the service life of structures. While most cement-based repair materials are compatible with concrete structures, their durability properties do not attract much attention which it deserves from researchers. Since repair materials can deteriorate like conventional concrete, the search for reliable, long-lasting concrete repair materials is becoming more intensive. Amongst other factors, concrete permeability and chloride diffusivity within concrete are believed to play a major role in determining the durability and success o
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Tavakkolizadeh, Mohammadreza. "Strengthening and repair of steel-concrete composite girders using CFRP laminates." Diss., The University of Arizona, 2001. http://hdl.handle.net/10150/280330.

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The use of advanced composite materials for rehabilitation and repair of deteriorating infrastructure has been embraced worldwide. The conventional techniques for strengthening of substandard bridges are costly, time consuming and labor intensive. A total of 38 specimens made of steel and carbon fibers were prepared and tested to investigate the possibility of galvanic corrosion. Two simulated aggressive environments and three different amounts of epoxy coating were used. Potentiodynamic polarization and galvanic corrosion tests were conducted. The results of the experiments showed the existen
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Alice, Sommerville Elizabeth. "Selection of High Performance Repair Materials for Pavements and Bridge Decks." Cleveland State University / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=csu1399390780.

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Galletto, Adriana. "Reparo de estruturas de concreto : contribuição ao estudo da aderencia." [s.n.], 2005. http://repositorio.unicamp.br/jspui/handle/REPOSIP/257681.

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Orientador: Newton de Oliveira Pinto Junior<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo<br>Made available in DSpace on 2018-08-08T14:07:26Z (GMT). No. of bitstreams: 1 Galletto_Adriana_M.pdf: 4576824 bytes, checksum: bb2af65a6526865497bbe467584e09d5 (MD5) Previous issue date: 2005<br>Resumo: o setor de reparo e reforço de concreto vem apresentando relevante importância na indústria da construção civil pelo aumento do volume de trabalho nesta área. Um dos métodos mais usuais de reparação estrutural é a remoção do concr
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Ho, Sunny Leung Ming. "Repair of degraded concrete structures with composites : columns and slabs with reduced steel area /." View Abstract or Full-Text, 2002. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202002%20HO.

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Painter, Timothy Trevor. "Polymer and Concrete Composites in Industrial and Infrastructure Applications." Thesis, Virginia Tech, 2021. http://hdl.handle.net/10919/102028.

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Composite materials have a wide range of applications in civil and structural engineering due to their advantages in mechanical properties and higher strengths over the base materials alone. Polymer-concrete composites are particularly attractive for use in industrial and infrastructure applications from combining the higher mechanical properties of the concrete in tension and the high tensile strength and ductile properties of the polymeric materials. However, these materials tend to be more expensive that typical concrete composites. This thesis explores the mechanical properties of two diff
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Susinskas, Larisa Diana. "Field Observation of Installation and Performance of Repair Materials." Cleveland State University / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=csu1471613271.

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Books on the topic "Concrete repair materials"

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Causey, F. E. Concrete repair materials: A progress report. Concrete and Structural Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1985.

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Campbell-Allen, Denison. Concrete structures: Materials, maintenance and repair. Longman Scientific & Technical, 1991.

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Campbell-Allen, D. Concrete structures: Materials, maintenance, and repair. Longman Scientific & Technical, 1991.

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K, Dhir Ravindra, Jones M. Roderick, and Zheng Li, eds. Repair and renovation of concrete structures. Thomas Telford, 2005.

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Thompson, N. G. Optimization of concretes and repair materials for corrosioin resistance. U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 1999.

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Soltesz, Steven M. Cementitious materials for thin patches. Oregon Dept. of Transportation, Research Group, 2001.

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Institution of Civil Engineers (Great Britain), ed. Concrete reinforcement corrosion: From assessment to repair decisions. Thomas Telford, 2002.

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Kachlakev, Damian I. Strengthening bridges using composite materials. Oregon Dept. of Transportation, Research Unit, 1998.

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Liu, Rongtang. Development and evaluation of cement-based patching materials for repair of corrosion-damaged reinforced concrete slabs. Purdue University Dept. of Civil Engineering, 2001.

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McGhee, Kenneth H. Portland cement concrete resurfacing. National Academy Press, 1994.

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Book chapters on the topic "Concrete repair materials"

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Certain, Pierre-Vincent, Benoît Bissonnette, Josée Bastien, Jacques Marchand, and Marc Jolin. "Robustness of Shrinkage-Compensating Repair Concretes." In Innovative Materials and Techniques in Concrete Construction. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-1997-2_19.

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Pattanaik, Suresh Chandra, Sanjaya Kumar Patro, and Bitanjaya Das. "Polymeric Materials for Repair of Distressed Concrete Structures." In Recent Developments in Sustainable Infrastructure. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4577-1_57.

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El-Reedy, Mohamed Abdallah. "Bad Materials Cause Failures." In Assessment, Evaluation, and Repair of Concrete, Steel, and Offshore Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9780429425455-4.

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Ding, Hua, Ruili Xiang, Zhi Min Song, and Zili Yu. "Polymer/Inorganic Composite Materials for Quick Repair of Cement Concrete Pavement." In Materials Science Forum. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-995-4.614.

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Panasyuk, V. V., V. I. Marukha, and V. P. Sylovanyuk. "Injection Materials: Technological, Mechanical, and Service Characteristics." In Injection Technologies for the Repair of Damaged Concrete Structures. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-7908-2_5.

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Shiotani, Tomoki. "Evaluation of Repair Effect for Deteriorated Concrete Piers of Intake Dam Using AE Activity." In Advanced Materials Research. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-420-0.175.

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Judge, A. I., L. W. Cheriton, and R. W. Lambe. "Bonding Systems for Concrete Repair — An Assessment of Commonly Used Materials." In Adhesion between polymers and concrete / Adhésion entre polymères et béton. Springer US, 1986. http://dx.doi.org/10.1007/978-1-4899-3454-3_63.

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Tan, Jia-Yang, Chau-Khun Ma, Nazirah Mohd Apandi, Abdullah Zawawi Awang, and Wahid Omar. "A Review on Repair of Damaged Concrete Column Under Cyclic Loading by Using Confinement." In The Advances in Civil Engineering Materials. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2511-3_3.

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Jahreis, Markus, and Karl Rautenstrauch. "Rehabilitation, Upgrading and Repair of Historic Timber Structures with Polymer Concrete and FRP-Reinforcement." In Materials and Joints in Timber Structures. Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_44.

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Ghoddousi, Parviz, and Ali Akbar Shirzadi Javid. "Plastic Shrinkage Evaluation of Self-Consolidating Concrete as Repair Materials Based on Restrained and Free Strain Measurements." In Design, Production and Placement of Self-Consolidating Concrete. Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-90-481-9664-7_25.

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Conference papers on the topic "Concrete repair materials"

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"Chloride profiles in concrete repair materials." In RILEM International Workshop on Chloride Penetration into Concrete. RILEM Publications SARL, 1997. http://dx.doi.org/10.1617/2912143454.035.

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Courard, L., F. Michel, D. Schwall, et al. "Surfology: concrete surface evaluation prior to repair." In MATERIALS CHARACTERISATION 2009. WIT Press, 2009. http://dx.doi.org/10.2495/mc090381.

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Bissonnette, B. "Testing sensitivity to cracking of repair materials." In ConcreteLife'06 - International RILEM-JCI Seminar on Concrete Durability and Service Life Planning: Curing, Crack Control, Performance in Harsh Environments. RILEM Publications SARL, 2006. http://dx.doi.org/10.1617/291214390x.048.

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AL-SAIDY, A. H., T. J. WIPF, and F. W. KLAIBER. "ADVANCED COMPOSITE MATERIALS FOR THE REPAIR OF STEEL STRUCTURES." In Proceedings of the Sixth International Symposium on FRP Reinforcement for Concrete Structures (FRPRCS–6). World Scientific Publishing Company, 2003. http://dx.doi.org/10.1142/9789812704863_0122.

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Popa, Victor, and Marcello Machetti. "Repair of Road Bridges in Romania Using High Performance Concrete." In International Conference on High Performance Materials in Bridges. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40691(2003)34.

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Kim, Wha Jung, and Ie Sung Kim. "Development of self-diagnosis in addition to the ability to repair damaged concrete." In Smart Structures and Materials, edited by Eric Udd and Daniele Inaudi. SPIE, 2004. http://dx.doi.org/10.1117/12.539740.

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Li, Ming, and Xi-Lan Zhi. "The Concrete proportion design and performance test analysis of slag base cement concrete pavement repair material." In 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017). Atlantis Press, 2018. http://dx.doi.org/10.2991/ifeesm-17.2018.283.

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Zoidis, Nikolaos, Efthymios Tatsis, Christos Vlachopoulos, et al. "Repair monitoring of cracked concrete floor using the impulse response method." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, edited by H. Felix Wu, Tzu-Yang Yu, Andrew L. Gyekenyesi, and Peter J. Shull. SPIE, 2014. http://dx.doi.org/10.1117/12.2045123.

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Feng, Zhe. "Application To FRP Compound Material In Reinforcement And Repair Of Concrete Structures." In International Conference on Materials Engineering and Information Technology Applications (MEITA 2015). Atlantis Press, 2015. http://dx.doi.org/10.2991/meita-15.2015.36.

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Gražulytė, Judita, Audrius Vaitkus, Alfredas Laurinavičius, and Donatas Čygas. "Concrete modular pavement type selection based on application area." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.024.

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Roads and other trafficked areas infrastructure starts to deteriorate as far as it is opened to traffic. Thus, it has to be timely repaired and reconstructed. However, any interruption to traffic by implementing repair and rehabilitation works leads to user’s discomfort and traffic congestion. Modular pavements also known as precast concrete pavements can be constructed at night, consequently they eliminate or reduce traffic flow limitation related to repair works. They consist of prefabricated concrete slabs that are transported to the construction site only after the curing period when the d
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Reports on the topic "Concrete repair materials"

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Falls, Anthony. Evaluation of concrete spall repair materials. Engineer Research and Development Center (U.S.), 2019. http://dx.doi.org/10.21079/11681/33309.

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Vaysburd, Alexander M., Nicholas J. Carino, and Benoît Bissonette. Predicting the performance of concrete repair materials:. National Institute of Standards and Technology, 2000. http://dx.doi.org/10.6028/nist.ir.6402.

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Edwards, Lulu, Haley Bell, and Marcus Opperman. Alternatives for large crater repairs using Rapid Set Concrete Mix®. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40969.

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Research was conducted at the U.S. Army Engineer Research and Development Center (ERDC) in Vicksburg, MS, to identify alternative repair methods and materials for large crater repairs using Rapid Set Concrete Mix®. This report presents the technical evaluation of the field performance of full-depth slab replacement methods conducted using Rapid Set Concrete Mix® over varying strength foundations. The performance of each large crater repair was determined by using a load cart representing one-half of the full gear of a C-17 aircraft. Results indicate that using rapid-setting concrete is a viabl
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SUGAMA, T. RESTORING A DAMAGED 16-YEAR -OLD INSULATING POLYMER CONCRETE DIKE OVERLAY: REPAIR MATERIALS AND TECHNOLOGIES. Office of Scientific and Technical Information (OSTI), 2007. http://dx.doi.org/10.2172/909953.

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Liu, Rongtang, and J. Olek. Development and Evaluation of Cement-Based Materials for Repair of Corrosion-Damaged Reinforced Concrete Slabs. Purdue University, 2001. http://dx.doi.org/10.5703/1288284313177.

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Knab, L. I., and C. B. Spring. Evaluation of test methods for measuring the bond strength of Portland-cement based repair materials to concrete. National Bureau of Standards, 1988. http://dx.doi.org/10.6028/nbs.ir.88-3746.

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Varma, Amit H., Jan Olek, Christopher S. Williams, Tzu-Chun Tseng, Dan Huang, and Tom Bradt. Post-Fire Assessment of Prestressed Concrete Bridges in Indiana. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317290.

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This project focused on evaluating the effects of fire-induced damage on concrete bridge elements, including prestressed concrete bridge girders. A series of controlled heating experiments, pool fire tests, material tests, and structural loading tests were conducted. Experimental results indicate that the portion of concrete subjected to temperatures higher than 400°C loses significant amounts of calcium hydroxide (CH). Decomposition of CH increases porosity and causes significant cracking. The portion of concrete exposed to temperatures higher than 400°C should be repaired or replaced. When s
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Behnood, Ali, and Jan Olek. Development of Subgrade Stabilization and Slab Undersealing Solutions for PCC Pavements Restoration and Repairs. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317128.

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The loss of functionality and the development of distress in concrete pavements is often attributable to the poor subbase and subgrade conditions and/or loss of support due to the development of the voids underneath the slab. Subgrade soil stabilization can be used as an effective approach to restore the functionality of the subgrades in patching projects. This research had two main objectives: (1) identifying the best practices for soil stabilization of the existing subgrade during pavement patching operations and (2) identifying and developing new, modified grouting materials for slab stabil
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