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Dissertations / Theses on the topic 'Concrete repair materials'

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Published: 4 June 2021

Last updated: 16 February 2022

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Vukindu, Brian. "Investigating the performance requirements for proprietary concrete repair materials with respect to durability and cracking resistance." Master's thesis, Faculty of Engineering and the Built Environment, 2021. http://hdl.handle.net/11427/33969.

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The premature deterioration of recently constructed concrete structures leads to the need for remedial measures to reinstate their safety and/or serviceability. Bonded concrete overlays (BCOs) are the most widely used concrete repair technique. The premature failure of these overlays, often manifested by cracking and/or debonding, is common despite their widespread use. There are many repair standards, codes and technical guidelines for BCOs. The performance requirements for BCOs stated in these standards vary. This makes the specification of repair materials difficult. This problem is further

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12

Khoe, Chandra K. "Oxygen Diffusion Characterization of FRP Composites Used in Concrete Repair and Rehabilitation." Scholar Commons, 2011. http://scholarcommons.usf.edu/etd/3181.

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Many independent studies have conclusively demonstrated that fiber reinforced polymers (FRP) slow down chloride-induced corrosion of steel in concrete. The mechanism for this slow down is not well understood but it has been hypothesized that FRP serves as a barrier to the ingress of chloride, moisture, and oxygen that sustain electrochemical corrosion of steel. This dissertation presents results from an experimental study that determined the oxygen permeation rates of materials used in infrastructure repair. In the study, the oxygen permeation constants for epoxy, carbon and glass fiber lamina

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13

Gondim, Felipe Land. "Estudo da interface entre o concreto e o material de reparo mediante microscopia." Universidade Federal de Uberlândia, 2005. https://repositorio.ufu.br/handle/123456789/14115.

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior<br>During the history of the Civil Engineering, it is witnessed the appearance of a new age, which emphasizes quality in general, and durability, in particular, of the concrete structures. As a result of a continuable search for quality, an evolution in a relatively new field is observed, named Structural Pathology, which relates to the study of structural imperfections in constructions. An efficient solution for this problem is the structural repair, that appears as a strong market share of the industry of the civil construction, mot

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14

Milosevic, Ivan, and Saraj Huq. "Miljö - och kostnadsanalys avUHPC som reparationsmaterialför bropelare." Thesis, KTH, Byggteknik och design, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-295801.

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Byggindustrin har i dagsläget en negativ klimatpåverkan och infrastrukturen likaså. Många länder har därför försökt undersöka möjligheten att hitta ett långsiktigt och hållbart alternativ till det konventionella reparationsmaterialet. Olika material undersöks, olika optimerade betongrecept testas för att förstå hur miljöpåverkan har minimeras för att förlänga livslängden hos betongkonstruktioner. Vid reparation av en bro är det viktigt att ta hänsyn till både kostnader och miljöpåverkan under hela dess livscykel. Kostnader som uppstår är investeringskostnader samt drift- och underhållskostnade

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15

Huq, Saraj, and Ivan Milosevic. "Miljö - och kostnadsanalys av UHPC som reparationsmaterialför bropelare." Thesis, KTH, Byggteknik och design, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-295801.

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Byggindustrin har i dagsläget en negativ klimatpåverkan och infrastrukturen likaså. Många länder har därför försökt undersöka möjligheten att hitta ett långsiktigt och hållbart alternativ till det konventionella reparationsmaterialet. Olika material undersöks, olika optimerade betongrecept testas för att förstå hur miljöpåverkan har minimeras för att förlänga livslängden hos betongkonstruktioner. Vid reparation av en bro är det viktigt att ta hänsyn till både kostnader och miljöpåverkan under hela dess livscykel. Kostnader som uppstår är investeringskostnader samt drift- och underhållskostnade

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16

Huq, Saraj, and Ivan Milosevic. "Miljö - och kostnadsanalys av UHPC som reparationsmaterial för bropelare." Thesis, KTH, Byggteknik och design, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-295801.

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Byggindustrin har i dagsläget en negativ klimatpåverkan och infrastrukturen likaså. Många länder har därför försökt undersöka möjligheten att hitta ett långsiktigt och hållbart alternativ till det konventionella reparationsmaterialet. Olika material undersöks, olika optimerade betongrecept testas för att förstå hur miljöpåverkan har minimeras för att förlänga livslängden hos betongkonstruktioner. Vid reparation av en bro är det viktigt att ta hänsyn till både kostnader och miljöpåverkan under hela dess livscykel. Kostnader som uppstår är investeringskostnader samt drift- och underhållskostnade

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17

Munduchová, Markéta. "Porovnání dynamických modulů pružnosti správkových hmot vystavených teplotnímu zatížení." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240153.

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Diploma thesis is composed of theoretical and practical part. In theoretical part there are findings related to structure changes of concrete exposed to high temperatures. Models used to simulate high temperature exposure of concrete are described in this thesis. Evaluation of internal structure damage is appropriate by using non-destructive methods, which determine dynamic modulus of elasticity in compression and tension. These methods includes ultrasonic impulse method and resonation method and therefore research was made of articles contains these methods. In experimental part of diploma th

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18

Kreit, Amjad. "Prolongation de la durée de vie des ouvrages en béton armé." Thesis, Toulouse, INSA, 2012. http://www.theses.fr/2012ISAT0059/document.

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L'efficacité de la technique NSM dans la réparation et renforcement des structures est fortement dépendante de la performance d’adhérence entre les joncs de carbone et le béton. De nombreuses études récentes ont été réalisées pour quantifier d’adhérence sur des éprouvettes saines en raison de la complexité de ce problème. Par contre, le comportement des éléments réparés peut être affecté, d’une part, selon les conditions de pré-chargement, et d’autre part, selon l’endommagement spécifique, qui pourraient être rencontrés dans les structures existantes. En effet, un endommagement dans le béton o

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19

Fagury, Samir Costa. "Concretos e pastas de elevado desempenho: contribuição aos estudos de reparos estruturais e ligações entre concretos novo e velho, com tratamento da zona de interface." Universidade de São Paulo, 2002. http://www.teses.usp.br/teses/disponiveis/88/88131/tde-17012011-092136/.

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A ligação entre concretos com cimento Portland de diferentes idades, composições e resistências é um dos problemas da tecnologia dos concretos estruturais. A continuidade desta ligação é prejudicada por uma diversidade de fatores que implicam desde a retomada de uma concretagem (junta fria) até a recuperação de estruturas de concreto deterioradas. Sob esse ponto de vista apresenta−se neste trabalho uma análise do comportamento de um sistema de reparos aplicados à recuperação de estruturas, ligações concretos velhos x concretos novos (caso das ampliações) e continuidades de concretagens.

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20

Krapf, Carlyn Nicole. "Stress relaxation of stainless steel rods for bridge pier cap shear strengthening." Thesis, Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/33859.

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This thesis examines the stress relaxation phenomenon that may occur in stainless steel rods that are used as part of an all-stainless steel externally post-tensioned rod system for strengthening reinforced concrete pier caps in shear. An overview of the stress relaxation phenomenon and its modeling is presented. Previous work on stress relaxation of stainless steel is reviewed and used to select an appropriate stress relaxation model to analyze the stress relaxation data obtained from experiments performed during this research. An experimental program utilizing six specimens of Type 304/30

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21

Katab, Anwar Othman. "The testing of repair techniques for concrete structures." Thesis, University of Sunderland, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.290443.

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22

O'Flaherty, Finbarr J. "Long term performance of concrete repair in highway structures." Thesis, Sheffield Hallam University, 1998. http://shura.shu.ac.uk/20134/.

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In recent years, the number of reinforced concrete structures requiring repair and rehabilitation has increased considerably. This is due mainly to the corrosion of the reinforcing steel within the concrete which has become contaminated with a highly corrosive environment containing chlorides and carbon dioxide. Specification of repair materials at present, in accordance with BD 27/86, is based on an inadequate understanding of the interaction between the substrate concrete and repair material. Cracking may occur in the early ages after application of the repair material due to the restraint t

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23

Kiani, Behnam. "NOVEL REPAIR MATERIAL SELECTION METHODOLOGY FORCONCRETE STRUCTURES AND RELATED LONG - TERM PERFORMANCEPREDICTION MODEL." University of Akron / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=akron1490976953391154.

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24

Počekajlo, Václav. "Trvanlivost sanačních hmot pro železobetonové konstrukce s vyšší odolnosti proti požáru." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227675.

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This dissertation deals with the study of durability and degradation repair mortars for reinforced concrete structures. In its theoretical part, there are the research findings on the behavior of repair mortars exposed to corrosive environments with different exposure time and selected high temperatures. Processes occurring in repair mortars during their loading at high temperatures or when exposed to chemically aggressive environments are described, We can find recipes designed for cementitious binder based with a specific replacement using slag or fly ash in its practical part. The object of

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25

Woods, Jennifer. "SPECIFICATION RECOMMENDATION FOR USE OF HIGH PERFORMANCE REPAIR MATERIAL." Cleveland State University / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=csu1483707411173028.

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26

Pattnaik, Rashmi R. "Investigation into compatibility between repair material and substrate concrete using experimental and finite element methods." Connect to this title online, 2006. http://etd.lib.clemson.edu/documents/1173995507/.

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27

Lammert, Kimberly. "Structural evaluation of impact damaged prestressed concrete I girders repaired with fiber reinforced polymer (FRP) materials." [Gainesville, Fla.] : University of Florida, 2003. http://purl.fcla.edu/fcla/etd/UFE0001119.

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28

Gusmão, Anderson Caetano. "Utilização do concreto de pós reativos como material de reparo - Ênfase na resistência de aderência." Universidade Federal de Viçosa, 2017. http://www.locus.ufv.br/handle/123456789/17686.

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Submitted by Reginaldo Soares de Freitas (reginaldo.freitas@ufv.br) on 2018-02-19T12:34:07Z No. of bitstreams: 1 texto completo.pdf: 3147094 bytes, checksum: 33519e552949642b7c5fa4dbfa2c8fbc (MD5)<br>Made available in DSpace on 2018-02-19T12:34:07Z (GMT). No. of bitstreams: 1 texto completo.pdf: 3147094 bytes, checksum: 33519e552949642b7c5fa4dbfa2c8fbc (MD5) Previous issue date: 2017-02-20<br>O mercado oferece diversos tipos de produtos para recuperação de estruturas. Devido aos diferentes tipos de problemas patológicos, tipos de substrato e condições ambientais, nem sempre é possível en

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29

Gaier, Claudia Veppo. "Análise do desempenho de materiais de reparo industrializados para estruturas de concreto frente ao ataque ácido." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2005. http://hdl.handle.net/10183/10138.

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Desde os primórdios da civilização o homem tem utilizado materiais naturais, e mais recentemente materiais industrializados, para construção de estruturas portantes. Esse intenso processo de alteração e aprimoramento dos materiais e métodos construtivos proporcionou um acúmulo de conhecimentos que possibilitou, dentro de certos limites, construir estruturas adaptadas às suas necessidades. As estruturas de concreto estão cada vez mais presentes em ambientes agressivos, como industriais e marinhos, necessitando então de cuidados especiais. O número de obras que necessitam de intervenções cresce

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30

PINHO, José Rodrigo Santana. "Avaliação de sistemas de reparo para o problema de abrasão do concreto de superfícies úmidas em usinas hidrelétricas." Universidade Federal do Pará, 2006. http://www.repositorio.ufpa.br:8080/jspui/handle/2011/1881.

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Made available in DSpace on 2011-03-23T21:19:39Z (GMT). No. of bitstreams: 0<br>Item created via OAI harvest from source: http://www.bdtd.ufpa.br/tde_oai/oai2.php on 2011-03-23T21:19:39Z (GMT). Item's OAI Record identifier: oai:bdtd.ufpa.br:292<br>REDE CELPA - Centrais Elétricas do Pará<br>CAPES - Coordenação de Aperfeiçoamento de Pessoal de Nível Superior<br>The research field of construction pathology has been steadily growing lately due to natural degradation observed in different structures. In this sense, great attention has been devoted to special concrete structures such as hydroelect

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31

Dornak, Mitchell Lee. "Mechanical properties, early age volume change, and heat generation of rapid, cement-based repair materials." Thesis, 2014. http://hdl.handle.net/2152/26379.

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Currently, in Texas, there is a need for different repairs on pavements and bridge decks; rapid repair materials designed for these repairs are available but the service life and durability of these products are often inadequate. Thus, the goal for the Texas Department of Transportation (TxDOT) is to implement repairs with an extended service life in a timely manner, in order to cause minimal disruption. Research performed under TxDOT Project 6723 (Development of Rapid, Cement-based Repair Materials for Transportation Structures) evaluated a wide range of rapid repair materials, including

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32

Sue, Jyh-Chang770, and 蘇志昌. "The Prformance of Materials Use in Concrete Repair." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/86663938445285975628.

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碩士<br>國立中央大學<br>土木工程學系<br>84<br>After the completion of construction, concrete often cracks because the tension force from internal and external fasctors is stronger then the tension strength of concrete. Yet, there is no avoidance of cracks, so that we take the measure of maintenance. In this artical, we regarded the depth of cutting, the depth of section and the surface treament in the maintenance as variateres, and made experiments of strength in interface with the four

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33

林澤郝. "Characterization of modified-cement-based materials for concrete repair application." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/24045695915691092382.

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34

Zuniga, Jose Ricardo. "Development of rapid, cement-based repair materials for transportation structures." 2013. http://hdl.handle.net/2152/22348.

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The deterioration of today's infrastructure particularly roadways and bridge decks has continued to increase over the years due to the larger axle loads, higher traffic volumes of densely populated cities. These highly congested areas have required the need to repair and rehabilitate the affected pavements in a timely manner with minimal traffic interruptions. Different rapid hardening binders were tested in this project to evaluate and characterize their performance when subjected to concrete distresses such as alkali-silica reaction, delayed ettringite formation, corrosion, freezing and thaw

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35

Miller, Anthony David. "Repair of impact-damaged prestressed concrete bridge girders using carbon fiber reinforced polymer (CFRP) materials." 2006. http://www.lib.ncsu.edu/theses/available/etd-08162006-110331/unrestricted/etd.pdf.

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Garcia, Anthony Michael. "Durability testing of rapid, cement-based repair materials for transportation structures." Thesis, 2014. http://hdl.handle.net/2152/26511.

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For repairing concrete transportation infrastructure, such as pavements and bridges, much importance is placed on early-age strength gain as this has a major impact on scheduling and opening to traffic. However, the long-term performance and durability of such repair materials are often not satisfactory, thus resulting in future repairs. This research project focuses on the evaluation of the durability of various rapid-setting cementitious materials. The binders studied in this project include calcium aluminate cement (CAC), calcium sulfoaluminate cement (CSA), Type III portland cement, alkali

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Chou, Ming-Shing, and 周明憲. "The Research on the Effects of Repair Materials on the Corrosion Damaged Reinforcing Steel in Chloride -contaminated Concrete." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/03786610542404149413.

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Mhlongo, S'phamandla Mlungisi. "Recycling of construction waste for roads rehabilitation." 2013. http://encore.tut.ac.za/iii/cpro/DigitalItemViewPage.external?sp=1001323.

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M. Tech. Civil Engineering..<br>Investigates the feasibility of recycling construction waste for re-use as raw material in rehabilitation of roads in Bethal (Govan Mbeki Municipality). Specific Objectives: (a) To identify the causes of roads failure within the study area.(b) To assess feasibility of reuse of construction waste and propose method of road rehabilitation.(c) To recycle unsuitable material through characterisation of the construction waste. (d) To compare the cost implications when recycled construction waste is used with that of normal roads' rehabilitation.

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Huang, Xing-Hua, and 黃心華. "Development of Reinforced Repairing Method and Research of Repair Material and Repair Area for Conducting Partial-Depth Repair of Damage to the Corner and Edge of Concrete Paving Slab." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/40967446553018042061.

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博士<br>國立中央大學<br>土木工程研究所<br>92<br>Under excellent quality control during construction period, concrete pavement will have higher capacity for traffic load, lower maintenance cost, and longer service life. Although considerable expenses spent to maintain the concrete pavement, many repaired cases repeatedly failed. Thus, concrete pavement rehabilitation becomes a difficult task for engineers. Regarding the concrete pavements constructed during early stage, it is nearly out of their service life and should be fully replaced or completely overlaid by topping material. Nonetheless, for other pa

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"Estudo da interface entre o concreto e o material de reparo mediante microscopia." Tese, Biblioteca Digital da Universidade Federal de Uberlândia, 2005. http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=227.

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