Thèses sur le sujet « Multifunctional Carbon Fiber Reinforced Composites »
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Hart, Robert James. « Electrical resistance based damage modeling of multifunctional carbon fiber reinforced polymer matrix composites ». Diss., University of Iowa, 2017. https://ir.uiowa.edu/etd/5493.
Texte intégralRaimondo, Marialuigia. « Improving the aircraft safety by advanced structures and protecting nanofillers ». Doctoral thesis, Universita degli studi di Salerno, 2014. http://hdl.handle.net/10556/1480.
Texte intégralInspection and Maintenance are important aspects when considering the availability of aircraft for revenue flights. Modern airframe design is exploiting new exciting developments in materials and structures to construct ever more efficient air vehicle able to enable efficient maintenance. The improvement in the aircraft safety by advanced structures and protecting nanofillers is a revolutionary approach that should lead to the creation of novel generation of multifunctional aircraft materials with strongly desired properties and design flexibilities. In recent years, the development of new nanostructured materials has enabled an evolving shift from single purpose materials to multifunctional systems that can provide greater value than the base materials alone; these materials possess attributes beyond the basic strength and stiffness that typically drive the science and engineering of the material for structural systems. Structural materials can be designed to have integrated electrical, electromagnetic, flame resistance, and possibly other functionalities that work in synergy to provide advantages that reach beyond that of the sum of the individual capabilities. Materials of this kind have tremendous potential to impact future structural performance by reducing size, weight, cost, power consumption and complexity while improving efficiency, safety and versatility. It is a well-known fact that, actually, also a very advanced design of an aircraft has to take required inspection intervals into account. An aircraft with inherent protective abilities could help to significantly extend the inspection intervals, thereby increasing aircraft availability. The challenge in this research is to develop and apply a multifunctional composite for structural applications. The aim of this project is the formulation, preparation and characterization of structural thermosetting composites containing dispersed protective nanofillers. This project specifically targets composites tailored for multifunctional applications such as lightning strike protection, and flame resistance. These composites were designed to enable their application on next generation aircrafts. With regard to the objectives of this PhD project the multifunctional composite systems were developed with the aim of overcoming the following drawbacks of the composite materials: • reduced electrical conductivity; • poor flame resistance. The thermosetting material was projected considering compatibility criteria so that to integrate different functions into a material that is capable of bearing mechanical loads and serves as a structural material element. [edited by author]
XII n.s.
Song, Yi. « Multifunctional Composites Using Carbon Nanotube Fiber Materials ». University of Cincinnati / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1353156345.
Texte intégralBreña, Sergio F. « Strengthening reinforced concrete bridges using carbon fiber reinforced polymer composites / ». Full text (PDF) from UMI/Dissertation Abstracts International, 2000. http://wwwlib.umi.com/cr/utexas/fullcit?p3004223.
Texte intégralAfroze, Jannatul Dil. « Graphene aerogel based multifunctional composites ». Thesis, The University of Sydney, 2021. https://hdl.handle.net/2123/28813.
Texte intégralSheats, Matthew Reed. « Rehabilitation of reinforced concrete pier caps using carbon fiber reinforced composites ». Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/19490.
Texte intégralLOPES, BRUNO JORDAO. « DEVELOPMENT AND CHARACTERIZATION OF CARBON FIBER REINFORCED THERMOPLASTIC COMPOSITES ». PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2018. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34967@1.
Texte intégralCONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO
O objetivo deste trabalho foi produzir, caracterizar e avaliar o comportamento mecânico de um compósito de matriz termoplástica (ABS) reforçado por fibras de carbono para uso futuro em manufatura aditiva. Misturas foram produzidas contendo diferentes quantidades (0 por cento, 5 por cento e 16,7 por cento) e comprimentos (3 mm e 6 mm) de fibras. Cada mistura foi processada através de uma extrusora dupla rosca para a produção de pellets. Os pellets de cada mistura (incluindo pellets de ABS puro) foram analisados para a caracterização do material processado. Posteriormente, corpos de prova foram extrusados para a determinação das propriedades mecânicas e análise da superfície de fratura. As técnicas utilizadas para a caracterização do material foram: espectroscopia no infravermelho (FTIR), análise termogravimétrica (TGA), reometria capilar e microscopia eletrônica de varredura (MEV). Para a avaliação do comportamento mecânico, os corpos de prova extrusados foram ensaiados para a determinação da resistência à tração, módulo de elasticidade e ductilidade. Em seguida, as superfícies de fratura dos corpos de prova foram analisadas no MEV. Foi verificada a possibilidade de degradação da matriz polimérica e formação de vazios durante o processamento inicial do material, que foram eliminados após a segunda extrusão. As fibras de carbono causaram aumento no módulo de elasticidade e diminuição da ductilidade do compósito, apesar de pouco influenciarem as propriedades reológicas. Além disto, pequenas variações na estabilidade térmica foram observadas. Ao final, em anexo, foi elaborado um panorama sobre a Manufatura Aditiva (MA) e a oportunidade de utilização de compósitos em técnicas de impressão 3D.
The goal of this work was to produce, characterize and analyze the mechanical behavior of a carbon fiber reinforced thermoplastic composite with future applications in additive manufacturing. Mixtures were produced with varying carbon fiber content (0 per cent, 5 per cent, and 16,7 per cent) and initial length (3 mm and 6 mm). Each mixture was processed via a twin-screw extruder to produce pellets. Pellets from each mixture (including pure ABS) were analyzed to investigate the processed material properties. Afterwards, test specimens were extruded from each mixture s pellets for mechanical testing and fracture surface analysis. The following techniques were used for material characterization: Fourrier-Transform Infrared Spectroscopy (FTIR), Thermogravimetric Analysis (TGA), capillary rheology and Scanning Electron Microscopy (SEM). For the evaluation of mechanical properties, the extruded test specimens yield strength, Young s modulus and ductility were determined. Also, the fracture surfaces were observed using SEM. The effects of processing parameters and of the introduction of carbon fibers in the ABS polymer were determined. Results pointed out the possibility of degradation during initial processing and the formation of voids in the pellets structure, which were eliminated during the second extrusion. Results also showed an increase in modulus and a decrease in ductility of the composite, whereas rheological properties seemed largely unaffected. Additionally, small variations in thermal stability were observed with varying carbon fiber content and length. Finally, as an annex, a brief overview of Additive Manufacturing and the opportunities for using carbon fiber reinforced thermoplastics in 3D printing techniques is presented.
Rubin, Ariel. « Strenghtening of reinforced concrete bridge decks with carbon fiber composites ». Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/19320.
Texte intégralDurkin, Craig Raymond. « Low-Cost Continuous Production of Carbon Fiber-Reinforced Aluminum Composites ». Thesis, Georgia Institute of Technology, 2007. http://hdl.handle.net/1853/19857.
Texte intégralLee, James Khian-Heng. « Alternative Carbon Fiber Reinforced Polymer (CFRP) Composites for Cryogenic Applications ». MSSTATE, 2004. http://sun.library.msstate.edu/ETD-db/theses/available/etd-04082004-154654/.
Texte intégralChennakesavelu, Ganesh. « Orthogonal machining of uni-directional carbon fiber reinforced polymer composites ». Thesis, Wichita State University, 2010. http://hdl.handle.net/10057/3473.
Texte intégralThesis (M.S.)--Wichita State University, College of Engineering, Dept. of Mechanical Engineering.
Gudimani, Gurusiddeshwar. « Oblique machining of uni directional carbon fiber reinforced polymer composites ». Thesis, Wichita State University, 2011. http://hdl.handle.net/10057/3956.
Texte intégralThesis (M.S.)--Wichita State University, College of Engineering, Dept. of Mechanical Engineering.
Rodriguez, Alejandro Jose. « Processing and characterization of carbon nanoparticle/fiber-reinforced polymer composites ». Diss., Wichita State University, 2010. http://hdl.handle.net/10057/3467.
Texte intégralThesis (Ph.D.)--Wichita State University, College of Engineering, Dept. of Mechanical Engineering
Chin, Joannie W. « Surface characterization and adhesive bonding of carbon fiber-reinforced composites ». Diss., This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-10032007-171739/.
Texte intégralBrunnacker, Lena. « Short Carbon Fiber-Reinforced Thermoplastic Composites for Jet Engine Components ». Thesis, Luleå tekniska universitet, Institutionen för teknikvetenskap och matematik, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-76733.
Texte intégralCURTY, LARISSA AZEVEDO. « EXPERIMENTAL STUDY OF REINFORCED CONCRETE SHORT CORBELS WITH CARBON FIBER COMPOSITES ». PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2009. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=32821@1.
Texte intégralCOORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
PROGRAMA DE SUPORTE À PÓS-GRADUAÇÃO DE INSTS. DE ENSINO
Este trabalho é uma pesquisa experimental realizada no Laboratório de Estruturas e Materiais da PUC–Rio, utilizando–se a técnica de aplicação do compósito de fibras de carbono (CFC) colados externamente em consoles curtos de concreto armado. Foram ensaiados seis consoles curtos, sendo: um de referência, três com reforço de CFC na horizontal e dois com reforço de CFC na diagonal. A resistência média do concreto aos 28 dias foi de 30 MPa. A seção transversal do pilar foi de 25 cm × 50 cm e a seção do transversal console foi de 25 cm × 37,5 cm. O diâmetro da armadura tracionada em laço era de 10 mm e o diâmetro da armadura de costura era de 6,3 mm. Os consoles foram instrumentados com extensômetros elétricos de resistência na armadura tracionada, no estribo, no concreto e no CFC. Os ensaios comprovaram um razoável desempenho dessa técnica de reforço. Os resultados experimentais foram comparados com os resultados obtidos no modelo de Bielas e Tirantes e no modelo cinemático da Teoria da Plasticidade, visando a comparação das forças verticais últimas teóricas e experimentais. Foi avaliado o ângulo de inclinação das bielas e o fator de efetividade da deformação específica no reforço de CFC.
This work is an experimental research of concrete short corbels wrapped with Carbon Fiber Reinforced Polymer (CFRP) strips. Different strengthening configurations were used. Was carried out on six corbels strengthened by CFRP. One control specimen without CFRP, three corbels with horizontal CFRP strips and two corbels with diagonal CFRP strips. The concrete had a 28 day compressive strength of 30 MPa. The column cross-section dimensions were 25 cm x 50 cm and the corbel cross-section dimensions were 25 cm x 37,5 cm. The flexural reinforcement consisted of four deformed bars each of diameter 10 mm with four transverse bars of diameter 6,3 mm. The corbels were instrumented with strain gages in flexural reinforcement, stirrup, concrete surface and CFRP strips. The analytical models based on Strut-and-Tie model and in the kinematic model of the Theory of Plasticity, allows one to determine the bearing capacity of corbels. The experimental values are then compared with the analytical results, showing good agreement. The strut angle and the strengthening effectiveness were evaluated.
Sarles, Stephen Andrew. « Active Rigidization of Carbon Fiber Reinforced Composites via Internal Resistive Heating ». Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/31570.
Texte intégralMaster of Science
Yari, Boroujeni Ayoub. « Fatigue, Fracture and Impact of Hybrid Carbon Fiber Reinforced Polymer Composites ». Diss., Virginia Tech, 2017. http://hdl.handle.net/10919/84223.
Texte intégralPh. D.
Wilkinson, Steven P. « Toughened bismaleimides, their carbon fiber composites and interphase evaluation studies ». Diss., Virginia Tech, 1991. http://hdl.handle.net/10919/38782.
Texte intégralPh. D.
Shalaby, Ashraf Mounir Mahmoud. « Development of a new spun concrete pole reinforced with carbon fiber reinforced polymer bars ». Birmingham, Ala. : University of Alabama at Birmingham, 2007. https://www.mhsl.uab.edu/dt/2009r/shalaby.pdf.
Texte intégralTitle from PDF title page (viewed Feb. 5, 2010). Additional advisors: Ashraf Al Hamdan, Wilbur A. Hitchcock, Jason T. Kirby, Talat Salama. Includes bibliographical references (p. 148-153).
Sager, Ryan James. « A characterization of the interfacial and interlaminar properties of carbon nanotube modified carbon fiber/epoxy composites ». [College Station, Tex. : Texas A&M University, 2008. http://hdl.handle.net/1969.1/ETD-TAMU-2624.
Texte intégralGreen, Keith Jamahl. « Multiscale fiber reinforced composites using a carbon nanofiber/epoxy nanophased matrix processing, properties, and thermochemical behavior / ». Birmingham, Ala. : University of Alabama at Birmingham, 2007. https://www.mhsl.uab.edu/dt/2007m/green.pdf.
Texte intégralAlam, Muhammad Faisal. « Squeeze Casting as Alternative Fabrication Process for Carbon Fiber Reinforced Aluminium Matrix Composites ». Thesis, Université d'Ottawa / University of Ottawa, 2013. http://hdl.handle.net/10393/24361.
Texte intégralFanni, Saman. « Void content computation using optical microscopy for carbon fiber composites ». Thesis, KTH, Hållfasthetslära, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-285602.
Texte intégralTre olika beräkningstekniker för kavitetshalter med hjälp av mikroskopi jämfördes genom fleranvändar-tester. De tre metoderna innefattade en selektions-metod, tröskelvärdesmetod, och en övervakad maskininlärningsmetod. Metoderna applicerades på mikrografer av tre kolfiber-epoxi kompositplattor tillverkade internt, varav en platta hade reducerad kavitetshalt genom en avbulkningsprocess innan härdning. Användarna genomförde metoderna på mikrograferna och standardavvikelsen mellan användarnas resulterande kavitetshalter mättes. För- och nackdelarna hos de tre metoderna diskuterades och deras praktiska applikationer föreslogs. Testerna visade en överensstämmelse mellan användare om vad som omfattar kaviteter och inte, samt en påvisning på att osäkerheter kring kavitetshalter är provbitberoende och inte användar- eller metodberoende. Alla tre metoder uppvisade en tillfredsställande precision i kavitethaltsberäkning jämfört med kvalitetsnivåer av kavitethalter erhållna från litteratur. Det konstaterades att tröskelvärdesmetoden, vilket är nuvarande standardmetoden för kavitethaltsberäkning med mikroskopi, innehar en bias som sätter validiteten av metoden i fråga. Studien formulerar även en manuell selektions-metod som använder selektions-verktyg för randdetektering, ämnad för att hitta referensvärden för kavitetshalter. Förslag ges även kring tillvägagångssättet till att uppnå automatiserade metoder för kavitethaltsberäkning.
Dykeman, Donna. « Minimizing uncertainty in cure modeling for composites manufacturing ». Thesis, University of British Columbia, 2008. http://hdl.handle.net/2429/690.
Texte intégralHerrington, Kevin D. « Factors Affecting Fiber Orientation and Properties in Semi-Flexible Fiber Composites Including the Addition of Carbon Nanotubes ». Diss., Virginia Tech, 2015. http://hdl.handle.net/10919/56655.
Texte intégralPh. D.
Yoo, Jong Hyun. « Tribological behavior of unfilled and carbon fiber reinforced polyether ether ketone/polyether imide composites ». Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-12302008-063612/.
Texte intégralPEREIRA, BIANCA SALOMAO CONTARDO SILVINO. « A STUDY OF EXTERNAL SHEAR STRENGTHENING OF REINFORCED CONCRETE BEAMS USING CARBON FIBER COMPOSITES ». PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2005. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=6958@1.
Texte intégralA crescente demanda por reforços em estruturas de concreto motivou a elaboração deste trabalho. Este estudo consiste na comparação entre modelos para o cálculo da parcela da força cortante resistida pelo reforço externo e na implementação computacional de um procedimento numérico para o dimensionamento da área de reforço à força cortante utilizando a NBR 6118, o modelo da treliça generalizada e a teoria do campo de compressão. Os objetivos deste estudo são: fornecer um melhor conhecimento dos materiais utilizados, promover um melhor entendimento dos parâmetros atuantes na interação do concreto com os materiais compósitos e sistematizar o dimensionamento para obtenção da área necessária de reforço com compósitos de fibras de carbono. A análise dos modelos de cálculo da resistência à força cortante e do dimensionamento da área de reforço foi feita através da comparação dos resultados teóricos com resultados experimentais encontrados na literatura. O modelo para o cálculo da parcela da força cortante resistida pelo reforço externo publicado por Chen e Teng em 2003 foi utilizado na implementação computacional por ser o modelo que apresentou melhor desempenho na comparação. As comparações entre os resultados teóricos do dimensionamento e os resultados experimentais da literatura indicaram a necessidade de se avançar nos estudos para a elaboração de um modelo apropriado para o dimensionamento da área de reforço à força cortante com compósito de fibras de carbono.
The increasing demand for reinforcement of concrete structures using carbon fiber composites was the main motivation of this work. This study consists of the comparison of different models that compute the contribution of the external reinforcement to the shear capacity of the beams, and of the implementation of a numerical procedure for the shear design of strengthened beams using the Brazilian code NBR 6118, the generalized truss model and the compression field theory. The objectives of this study are to supply a better knowledge of the materials used in the strengthening, to promote a better understanding of the parameters that act in the interaction between the concrete and the composite, and to systematize the design in order to obtain the carbon fiber composite cross-section area necessary for the reinforcement. The analysis of the shear reinforcement design models for determining the cross-section area of the carbon fiber composite was developed comparing the analytical results with the experimental results found in literature. The Chen and Teng model, published in 2003, for computing the contribution of the external reinforcement to the shear capacity of the beams, was used in the computational implementation due to the fact that it presented the best performance. Comparing the analytical results obtained by the theoretical model with the experimental results found in literature, the investigations showed the necessity of further studies regarding the implementation of a more appropriate model for the design of the shear reinforcement, and for a more precise computation of the cross-section area of the carbon fiber composite reinforcement.
JUNIOR, LUIS ALBERTO SPAGNOLO. « EXPERIMENTAL STUDY OF REINFORCED CONCRETE BEAMS STRENGTHENED FOR SHEAR FORCE WITH CARBON FIBER COMPOSITES ». PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2008. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=11950@1.
Texte intégralCOORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
Neste trabalho é realizado o estudo experimental de oito vigas de concreto armado de seção T (cm bw=15cm e cm h=40cm), com 300 cm de comprimento, biapoiadas e com a mesma armadura longitudinal, reforçadas à força cortante com compósitos de fibras de carbono (CFC). As mesmas foram divididas em duas séries de quatro vigas, com uma viga de referência para cada série, onde a taxa de armadura transversal interna foi maior para a Série I do que para a Série II. Para as três vigas reforçadas de cada série variou-se o número de camadas do reforço em CFC por meio de estribos em U, os quais foram ancorados longitudinalmente por meio de faixas desse compósito. A colagem do CFC foi executada após o surgimento das primeiras fissuras diagonais no trecho de maior cortante. Os resultados dos ensaios mostraram que as vigas reforçadas apresentaram um aumento mínimo de resistência à força cortante de 36% em relação às respectivas vigas de referência, e que a ruptura de todas as vigas ocorreu por tração diagonal, com o descolamento do CFC na região de sua ancoragem. O modelo cinemático e do ACI-440 (2001) apresentaram resultados mais próximos aos dos ensaios realizados para a resistência total da força cortante. O resultado experimental da parcela da força cortante resistida pelo CFC apresentou resultados superiores aos calculados por diversos modelos teóricos, e os resultados mais consistentes foram os modelos da FIB-Bulletin 14 (2001) e Khalifa e Nanni (2002). A análise de diversos parâmetros mostrou que o fator de efetividade Vf do reforço diminui quando a rigidez E(f)P(f) do CFC aumenta, portanto, há um menor acréscimo de resistência total à força cortante.
This analysis involves the experimental study of eight reinforced concrete beams of T section ( cm bw=15cm e h=40cm), with cm 300cm of length, bisupported and with the same longitudinal reinforcement, strengthened for shear force with carbon fiber composites (CFC). They were divided in two series of four beams, with a reference beam for each series, where the internal transversal reinforcement ratio was greater for Serie I than Serie II. For the three strengthened beams of each series the number of layers of the reinforcement in CFC made by U stirrup varied, which were anchored longitudinally by stirrups of this composite. The CFC glue was done after the first diagonal cracks in the shear region. The results of the tests showed that the strengthened beams had a minimum increase of shear force of 36% in relation to the respective reference beams and the rupture of them occurred due to diagonal tension, with the CFC debonding in the region of its anchorage. The cinematic (upper-bound solution) and ACI-440 (2001) model presented results close to the experimental results for the shear strength. The experimental result of the shear force parcel resisted by the CFC presented superior results to the calculated by diverse theoretical models, and the most consistent ones were FIB-Bulletin 14 (2001) and Khalifa and Nanni (2002) models. The analyses of diverse parameters showed that the strengthening effectiveness Vf decreases when the rigidity E(f)P(f) of CFC increases, therefore there is a lesser increase of total strength to the shear force.
Tu, Zhiqiang. « Fabrication and Mechanical Properties of Carbon Fiber Reinforced Aluminum Matrix Composites by Squeeze Casting ». Thesis, Université d'Ottawa / University of Ottawa, 2020. http://hdl.handle.net/10393/40523.
Texte intégralGuerra, Dante Rene. « INFLUENCE OF NANOPARTICLES ON THE PHISICAL PROPERTIES OF FIBER REINFORCED POLYMER COMPOSITES ». The Ohio State University, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=osu1259091518.
Texte intégralVerma, Ravi Kant. « A study of the damage accumulation process in poly(aryl ether ketone ketone) and it's [sic] AS4 carbon fiber reinforced composites / ». This resource online, 1992. http://scholar.lib.vt.edu/theses/available/etd-06112009-063316/.
Texte intégralHsieh, Feng-Hsu. « Nanofiber reinforced epoxy composite ». Ohio : Ohio University, 2006. http://www.ohiolink.edu/etd/view.cgi?ohiou1146149557.
Texte intégralHill, Christopher Brandon. « Investigation of electrical and impact properties of carbon fiber reinforced polymer matrix composites with carbon nanotube buckypaper layers ». Thesis, University of Iowa, 2012. https://ir.uiowa.edu/etd/2894.
Texte intégralMACHADO, MARCELIA GOMES. « EXPERIMENTAL STUDY ON DUCTILITY OF REINFORCED CONCRETE BEAMS STRENGTHENED IN FLEXURE WITH CARBON FIBER COMPOSITES ». PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2004. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5867@1.
Texte intégralEste trabalho experimental tem como objetivo estudar a ductilidade de vigas retangulares de concreto armado reforçadas à flexão utilizando compósitos com tecido de fibras de carbono. No estudo realizado são apresentados os conceitos clássicos de ductilidade e é proposta uma nova sistemática para obtenção do índice de ductilidade, baseada nas considerações da energia elástica e da energia inelástica. A ductilidade é determinada por meio de um índice energético, que se caracteriza como uma forma mais eficiente para a determinação e análise da ductilidade em elementos estruturais. O programa experimental consistiu no ensaio de sete vigas bi-apoiadas, sendo uma viga de referência e as demais reforçadas à flexão com tecido de fibras de carbono. Todas as vigas possuem as mesmas características mecânicas e geométricas e foram dimensionadas de modo a garantir a ruptura por flexão. A viga de referência, a primeira ensaiada, não foi reforçada e serviu para comparações de incremento de rigidez e resistência após a aplicação do reforço. As vigas reforçadas foram divididas em dois grupos. O grupo A é constituído de duas vigas, reforçadas inicialmente com uma e duas camadas de tecido de fibra de carbono. O grupo B é constituído por quatro vigas que foram reforçadas após um carregamento inicial. Neste grupo, duas vigas foram reforçadas com uma camada de tecido de fibra de carbono e as outras duas foram reforçadas com duas camadas de tecido de fibras de carbono, correspondendo à mesma área total de reforço das anteriores. Todas as vigas foram concretadas, instrumentadas e ensaiadas no Laboratório de Estruturas e Materiais da PUC-Rio. Os ensaios das vigas do grupo B foram realizados com as vigas pré-ensaiadas, reforçadas sob deformação constante e em seguida levadas à ruptura. A deformação foi mantida constante durante a aplicação e o período de cura do reforço. Os resultados obtidos em termos de carga, flecha, momento, curvatura, ductilidade energética e rotação plástica foram analisados. Os estudos realizados mostraram que o reforço com compósitos de fibras de carbono é uma técnica eficaz, que as vigas apresentam ductilidade adequada e que os índices energéticos propostos são adequados para este tipo de estudo.
The objective of this experimental work is to study the ductility of reinforced concrete beams strengthened in flexure using externally bonded carbon fiber fabric composites. This study presents the classic concepts of ductility and proposes a new systematic to obtain the ductility index, which is based on the considerations of elastic and inelastic energy. The ductility was determined by an energetic index, which has seen to be a more efficient method to establish and analyze the ductility of structural elements. The experimental program consisted of seven beams tests. One was used as a control beam without external reinforcement and the others were strengthened with carbon fibers in order to resist flexural load. All the beams had the same mechanical and geometrical characteristics and were designed to fail in flexure. The control beam was not strengthened and its purpose was to compare the stiffness increase and resistance after the strength. The strengthened beams were divided in two groups. Group A was constituted by two beams, initially strengthened by one and two layers of carbon fiber fabric. Group B was formed by four beams which were strengthened after the application of an initial load. In this group, two beams were strengthened by one layer of carbon fiber fabric and the other two were strengthened by two layers, which corresponded to the same area of the others. All the beams were cast, instrumented and tested in the Structural and Materials Laboratory at PUC-Rio. Group B tests were performed with the pretested beams strengthened under constant strain, and then loaded up to rupture. The strain was kept constant during the application and cure of the external reinforcement. The results obtained in terms of load, deflection, resistant moment, curvature, energetic ductility indexes and plastic rotation were analyzed. The study showed that the reinforcement using carbon fiber fabric composites is an efficient technique, the beams presented adequate ductility and the proposed energetic ductility indexes are consistent formulae for this kind of study.
Texier, Anne. « The fabrication of carbon-fiber composites by aqueous suspension prepregging with larc-tpi and peek ». Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-03172010-020638/.
Texte intégralチェン, フオン ウェン, et Nguyen Tien Phong. « Study on the effects of green micro/nano fiber addition on mechanical properties of carbon fiber reinforced epoxy composites ». Thesis, https://doors.doshisha.ac.jp/opac/opac_link/bibid/BB12614789/?lang=0, 2013. https://doors.doshisha.ac.jp/opac/opac_link/bibid/BB12614789/?lang=0.
Texte intégralLutz, Vincent. « Carbon nanotubes as nanofillers or fibers for multifunctional epoxy-based composites ». Thesis, Lyon, INSA, 2014. http://www.theses.fr/2014ISAL0039.
Texte intégralNowadays, polymer-matrix composites reinforced with carbon fibers are increasingly used in the whole transport sector (aerospace, automotive and railway industries). However, the obtained parts still suffer from low impact resistance and low damage tolerance. To improve these properties, the matrix precursors have to be combined with organic or inorganic compounds to lead to multi-phased matrices. Among them, carbon nanotubes (CNT) are especially promising for targeting multi-scale reinforcement. Since high quality of the parts are required, continuous-fibers-reinforced composites can be produced by resin transfer molding (RTM) which also offers a reduced cost if compared with high temperature- and high pressure-based processes. However, RTM requires a very low viscosity of the polymer precursors and CNT-filled precursors are far too viscous to be injected on dry performs. In addition, this strategy does not allow for a control of the CNT location and orientation in the final part. In this study, innovative ways have been developed to insert CNT in the preform with local positioning and defined orientation. Deliveries of CNT in the matrix, from a neat carbon multi-nanotubes fiber produced by direct spinning, or from a CNT grown on carbon fiber were investigated in two types of epoxy matrices (with very different TG). Different polymer matrix/fiber interfaces have been generated using neat carbon multi-nanotubes fiber, CNT grown on carbon fiber and conventional carbon fiber, with or without sizing. A fine mechanical characterization of various fibers and particularly the measurement of single fiber interfacial properties have been performed in order to determine mechanical performance of continuous fiber reinforced composites. In addition, the nature of adhesion and quality of matrix/fiber interface have been fully evaluated by different multi-scale analyses and suitable microstructural observations
Lee, Luke Soo-won. « Monitoring and service life estimation of reinforced concrete bridge decks rehabilitated with externally bonded carbon fiber reinforced polymer (CFRP) composites / ». Diss., Connect to a 24 p. preview or request complete full text in PDF format. Access restricted to UC IP addresses, 2005. http://wwwlib.umi.com/cr/ucsd/fullcit?p3175279.
Texte intégralKhasawneh, Firas Abdallah. « Characterization of drillability of sandwich structure of carbon fiber reinforced epoxy composite over titanium alloy ». Diss., Columbia, Mo. : University of Missouri-Columbia, 2006. http://hdl.handle.net/10355/5871.
Texte intégralThe entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on September 13, 2007). Vita. Includes bibliographical references.
Lee, Sea-Hoon. « Processing of carbon fiber reinforced composites with particulate filled precursor derived Si-C-N matrix phases ». [S.l. : s.n.], 2004. http://www.bsz-bw.de/cgi-bin/xvms.cgi?SWB11814256.
Texte intégralKim, Young Eun. « Modified Phenol-Formaldehyde Resins for C-Fiber Reinforced Composites : Chemical Characteristics of Resins, Microstructure and Mechanical Properties of their Composites ». Doctoral thesis, Universitätsbibliothek Chemnitz, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:ch1-qucosa-64064.
Texte intégralAbdi, Yussuf Yusuf, et Ibrahim Zand Jalal. « FRP:s användning inom brokonstruktioner ». Thesis, KTH, Byggteknik och design, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259362.
Texte intégralAt present, most bridges in Sweden are made with concrete or steel. These bridges are often associated with high costs, which often depend on maintenance and repair. FRP, which stands for Fiber Reinforced Polymer, is a relatively new material in load-bearing structures but is a well- established material in the context of reinforcement. In Europe and in particular the Netherlands, there are several bridges built in FRP. But due to a lack of norms and regulations to lean against, there is rarely any kind of FRP bridge construction in Sweden. The aim of this thesis is to examine existing norms and study how the material FRP is used in the reinforcement and construction of bridges. Furthermore, this thesis also aims to investigate the properties of FRP as building material and compare it with conventional materials such as steel and concrete. FRP, also called fiber-composite, is a composite material that can be assembled in several different ways. Through various materials that are combined and different manufacturing processes used, one can thus provide individual designs for the material. The benefits of FRP are many, but generally it has good strength, good durability while having a low weight. This results in that within bridge construction, it gives the structure a reduced self-weight, which in turn facilitates a variety of things. This thesis shows that FRP materials have advantageous properties and in some situations can be more favorable to use than steel or concrete. However, as previously pointed out, there are no specific Eurocodes for this material. However we are sure that the introduction of a new Eurocode and encouragement from authorities will undoubtedly increase the use of FRP in bridge construction.
Hariwongsanupab, Nuttapong. « Development of green natural rubber composites : Effect of nitrile rubber, fiber surface treatment and carbon black on properties of pineapple leaf fiber reinforced natural rubber composites ». Thesis, Mulhouse, 2017. http://www.theses.fr/2017MULH0399/document.
Texte intégralThe effects of nitrile rubber (NBR), fiber surface treatment and carbon black on properties of pineapple leaf fiber-reinforced natural rubber composites (NR/PALF) were studied. The incorporation of NBR and surface treatment of fiber were used to improve the mechanical properties of composites at low deformation, whereas carbon black was used to improve these properties at high deformation. The fiber content was fixed at 10 phr. The composites were prepared using two-roll mill and were cured using compression moulding with keeping the fiber orientation. These composites were characterized using moving die rheometer (MDR), dynamic mechanical thermal analysis (DMTA) and tensile testing. The morphology after cryogenic fracture was observed using scanning electron microscopy (SEM). The effect of NBR from 0 to 20 phr of total rubber content was investigated. NBR is proposed to encase PALF leading to higher stress transfer between matrix and PALF. The method of mixing was also studied. For the fiber surface treatment, propylsilane, allylsilane and silane-69 were treated on the alkali-treated fiber. Treated fibers were characterized using Fourier-Transform infrared spectroscopy (FTIR), x-ray photoelectron spectroscopy (XPS) and SEM. Silane-69 treatment of fiber increased the modulus at low deformation more than the incorporation of NBR of NR/PALF composites due to the chemical crosslinking between rubber and fiber from silane-69 treatment rather than the physical interaction of NR, NBR and fiber. However, reinforcement by fiber reduced the deformation at break. Hence, carbon black was also incorporated into NR/NBR/PALF and NR/surface-treated PALF composites to improve the ultimate properties. By incorporation of carbon black 30 phr in both composites, the mechanical properties of composites were improved and can be controlled at both low and high deformations
永正, 邵., et Yongzheng Shao. « Study on the effects of matrix properties on the mechanical properties of carbon fiber reinforced plastic composites ». Thesis, https://doors.doshisha.ac.jp/opac/opac_link/bibid/BB12902982/?lang=0, 2015. https://doors.doshisha.ac.jp/opac/opac_link/bibid/BB12902982/?lang=0.
Texte intégral博士(工学)
Doctor of Philosophy in Engineering
同志社大学
Doshisha University
Verma, Ravi Kant. « A study of the damage accumulation process in poly(aryl ether ketone ketone) and its AS4 carbon fiber reinforced composites ». Thesis, Virginia Tech, 1992. http://hdl.handle.net/10919/43146.
Texte intégralMaster of Science
George, Jithin Mathew. « Effects of UV light and moisture absorption on the impact resistance of three different carbon fiber-reinforced composites ». Thesis, Wichita State University, 2014. http://hdl.handle.net/10057/10957.
Texte intégralThesis (M.S.)--Wichita State University, College of Engineering, Dept. of Mechanical Engineering
Plöckl, Marina [Verfasser]. « Effect of Strain Rate on the Tensile, Compressive, and Shear Response of Carbon-Fiber-Reinforced Thermoplastic Composites / Marina Plöckl ». München : Verlag Dr. Hut, 2019. http://d-nb.info/1184090637/34.
Texte intégralRahman, Md Arifur. « Fabrication and Mechanical Characterization of Novel Hybrid Carbon-Fiber/Epoxy Composites Reinforced with Toughening/Self-Repairing Nanofibers at Interfaces ». Thesis, North Dakota State University, 2012. https://hdl.handle.net/10365/26735.
Texte intégralDeValve, Caleb Joshua. « Investigations on Void Formation in Composite Molding Processes and Structural Damping in Fiber-Reinforced Composites with Nanoscale Reinforcements ». Diss., Virginia Tech, 2013. http://hdl.handle.net/10919/19290.
Texte intégralThe first objective is addressed through a computational modeling and simulation of the infiltrating dual-scale resin flow through the micro-architectures of woven fibrous preforms, accounting for the capillary effects within the fiber bundles. An analytical model is developed for the longitudinal permeability of flow through fibrous bundles and applied to simulations which provide detailed predictions of local air entrapment locations as the resin permeates the preform. Generalized design plots are presented for predicting the void content and processing time in terms of the Capillary and Reynolds Numbers governing the molding process.
The second portion of the research investigates the damping enhancement provided to FRC\'s in static and rotational configurations by different types and weight fractions of matrix-embedded carbon nanotubes (CNTs) in high fiber volume fraction composites. The damping is measured using dynamic mechanical analysis (DMA) and modal analysis techniques, and the results show that the addition of CNTs can increase the material damping by up to 130%. Numerical simulations are conducted to explore the CNT vibration damping effects in rotating composite structures, and demonstrate that the vibration settling times and the maximum displacement amplitudes of the different structures may be reduced by up to 72% and 50%, respectively, with the addition of CNTs.
Ph. D.