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Eriksson, Filip, i Albert Gustafsson. "EasyMill - En kompakt CNC-fräs för träskivor". Thesis, Högskolan i Halmstad, Sektionen för ekonomi och teknik (SET), 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-25146.
Pełny tekst źródłaTurowski, Pamela L. "FRS and MAT Data Set.xlsx". Diss., Temple University Libraries, 2017. http://cdm16002.contentdm.oclc.org/cdm/ref/collection/p245801coll10/id/482727.
Pełny tekst źródłaPh.D.
The purpose of this research was to examine the potential relationship between students’ degree of familiarity with repertoire common to beginning band method books and aural-based music achievement after one year of study. Three research questions guided this study: (1) Which songs from the Familiar Repertoire Survey (FRS) are reported as being the most and least familiar to the sample? (2) For a familiar song, “Lightly Row,” can FRS scores predict (a) Familiar Music Achievement Singing Test (FMAST) scores, (b) Familiar Music Achievement Playing Test (FMAPT) scores, (c) Familiar Music Achievement Improvisation Singing Test (FMAIST) scores, and (d) Familiar Music Achievement Improvisation Playing Test (FMAIPT) scores? (3) For an unfamiliar song, “Finish Line,” can FRS scores predict (a) Unfamiliar Music Achievement Singing Test (UMAST) scores, (b) Unfamiliar Music Achievement Playing Test (UMAPT) scores, (c) Unfamiliar Music Achievement Improvisation Singing Test (UMAIST) scores, and (d) Unfamiliar Music Achievement Improvisation Playing Test (UMAIPT) scores? Participants (N = 17) were fifth and sixth grade students enrolled in their second year of beginning band in a New Jersey elementary school. I created two measurement instruments: FRS, designed to gauge the breadth and depth of students’ familiarity with songs common to beginning band method books, and the Music Achievement Test (MAT) designed to measure aural-based music achievement in singing, playing by ear, and improvising on a familiar and unfamiliar song. In the first session, participants completed FRS by listening to songs common to beginning band books and completing a Likert-type survey on their familiarity with each song. Later, participants watched MAT through an interactive video which prompted them to complete eight musical subtests. I recorded all performances. Judges rated each performance with two rating scales. I analyzed the frequency of responses for each song and found “Hot Cross Buns,” “Jingle Bells,” “Pierrot,” “Lightly Row,” and “London Bridge” to be the most familiar songs. Through linear regressions, I analyzed the ability of FRS to predict MAT scores. I found a significant regression equation between FRS and its ability to predict FMAST scores and UMAIST scores. The current exploratory study contained many limitations which restricts its generalizability to other beginning band populations; however, six conclusions can be made. Familiarity with common beginning band repertoire as represented by a selection of 24 songs common to beginning band method books does not predict students’ achievement (a) singing an unfamiliar song, (b) demonstrating through singing improvisation based on a familiar song, (c) playing by ear a familiar or unfamiliar song, and (d) improvising on an instrument, whether improvising within the context of a familiar or unfamiliar song. Familiarity with common beginning band repertoire does predict students’ achievement (a) singing a familiar song and (b) demonstrating through singing improvisation based on an unfamiliar song.
Temple University--Theses
Uritu, Doina. "A genetic algorithm for freight rail transport scheduling (FRTS)". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018.
Znajdź pełny tekst źródłaLees, J. M. "Flexure of concrete beams pre-tensioned with aramid FRPs". Thesis, University of Cambridge, 1997. https://www.repository.cam.ac.uk/handle/1810/273030.
Pełny tekst źródłaMiraglia, Martina. "Comportamento fuori piano di pareti in muratura rinforzate con FRCM". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2016.
Znajdź pełny tekst źródłaHioe, Yunior. "Manufacturing Study of Nano-Enhanced Fiber Reinforced Polymeric Composites (FRPCs)". The Ohio State University, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=osu1275504088.
Pełny tekst źródłaChabbouh, Ikram. "Fracs : un système de fragmentation et de distribution d'applications Web". Paris 6, 2007. http://www.theses.fr/2007PA066582.
Pełny tekst źródłaGonzalez, Libreros Jaime Hernan. "Behavior of Rc Beams Strengthened in Shear with FRCM Composites". Doctoral thesis, Università degli studi di Padova, 2018. http://hdl.handle.net/11577/3423267.
Pełny tekst źródłaGli interventi per il rafforzamento e la riparazione delle strutture esistenti in calcestruzzo armato mirano ad aumentare e ripristinare la loro capacità strutturale per resistere a carichi flessionali, a taglio, torsionali e assiali. I motivi per fare tali interventi variano dalla necessità di aggiornare la struttura alle linee guida attuali, superare gli errori di progettazione e costruzione e consentire un incremento del carico a causa di un cambiamento nell'uso. Inoltre, eventi di sovraccarico inaspettati, come terremoti, potrebbero danneggiare la struttura, riducendo le prestazioni originali. Lo stesso comportamento può essere previsto in caso d’incendio o mancanza di manutenzione adeguata. Nei decenni precedenti l'uso di compositi polimerici rinforzati con fibre (FRP) ha guadagnato popolarità in tutto il mondo per fare tali interventi a causa di alcune delle loro proprietà come il rapporto tra forza-peso, facilità di applicazione e buona resistenza alla corrosione. Tuttavia, l'uso della matrice di resina organica dei compositi FRP è stato associato ad alcune limitazioni del loro uso, come l'incapacità di applicare su superfici bagnate, bassa resistenza a temperature relativamente alte e difficoltà nella valutazione post-terremoto. Per questo motivo, negli ultimi anni, è stato sviluppato un importante sforzo di ricerca per lo studio di compositi noti come compositi a matrice cementizia fibrorinforzata (FRCM), in cui la resina organica viene sostituita da una matrice inorganica. In questa tesi, è studiato il comportamento de travi di calcestruzo armato rafforzate a taglio con compositi FRCM. La prima parte di questa tesi riassume lo stato della ricerca sul tema del rinforzo a taglio delle travi RC utilizzando compositi FRCM con legami esterni con l'obiettivo di servire come punto di riferimento per lo sviluppo della ricerca futura. Viene effettuata una revisione bibliografica dettagliata della letteratura sul rafforzamento a taglio delle travi utilizzando i compositi FRCM, e vengono indicati i principali risultati e gli aspetti principali che dovrebbero essere affrontati nelle ricerche future. Le prove sperimentali raccolte mostrano che i compositi FRCM sono in grado di aumentare la resistenza al taglio delle travi, modificando in alcuni casi il tipo di cedimento da taglio a una modalità a flessione. Quindi, sono presentati i risultati di una campagna sperimentale sul rinforzo a taglio di travi con compositi FRP e FRCM. Vengono esaminati i compositi FRP e FRCM con due diversi tipi di fibre. Sono state impiegate due diverse spaziature delle staffe per studiare l'interazione di rinforzo di taglio interno-esterno. Considerando le limitate prove sperimentali sull'uso di elementi di ancoraggio travi rinforzate a taglio con materiali compositi FRCM, viene anche confrontata la prestazione di travi rinforzate FRCM con e senza ancoraggi. I risultati mostrano che l'efficacia del sistema FRCM dipende dalla spaziatura del rinforzo del taglio interno. Inoltre, è stata osservata l'interazione di rinforzo di taglio interno-esterno, ma l'interazione sembra essere meno pronunciata rispetto alle travi rinforzate con compositi FRP. I modelli di progettazione proposti per prevedere il contributo del composito FRCM alla resistenza al taglio delle travi sono valutati utilizzando il database dei risultati sperimentali raccolti e compilati dall'autore e i risultati sperimentali inclusi in questa tesi. I risultati mostrano che le prestazioni dei modelli sono fortemente influenzate dal tipo di modalità di rottura raggiunta. Inoltre, l'uso delle proprietà dei compositi FRCM al posto delle caratteristiche meccaniche delle fibre non comporta un aumento dell'accuratezza dei modelli. Le deformazioni misurati dagli estensimetri montati sulle armature interne (staffe) e esterne (sistema FRCM) delle travi sottoposte a prova vengono utilizzati per calcolare i singoli contributi del calcestruzzo, dell'acciaio e delle fibre alla resistenza complessiva al taglio delle travi rinforzate con i compositi FRCM, e per studiare la possibile interazione tra loro. Si è costatato che il contributo concreto alla resistenza al taglio inizia a diminuire dopo il primo crollo del calcestruzzo. Dopo questo punto, i contributi della staffa e della fibra iniziano ad aumentare fino al raggiungimento del picco di carico. Infine, è introdotto e discusso un nuovo modello analitico basato sul comportamento del legame dei compositi FRCM applicati su substrati in calcestruzzo. Sebbene siano necessari successivi test per calibrare il modello, i risultati iniziali mostrano che le ipotesi utilizzate durante il suo sviluppo sono appropriate.
Lenander, Daniel. "Parameters having significant impact on FRS matching". Thesis, Malmö högskola, Fakulteten för teknik och samhälle (TS), 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:mau:diva-20120.
Pełny tekst źródłaFacial Recognition Systems is something that has become popular in recent years, especially after 11 September 2001. The ability to monitor people that are moving in different environments has been of interest to particular governments, for instance the US government. Since there are a lot of different types of surveys, though performed in different ways, all trying to do the best matches of people to databases as possible, it is interesting to see if there is any parameter that has a major impact on the result. Whether the survey is done with 2D, 3D or a combination of methods, there are many different factors and parameters that affect the matching percentage. Therefore this study tries to locate and see if there is any parameter that has a greater impact on the matching percentage. It appears that two of the parameters have a greater effect on the result, than the others. These are the number of images of a test subject in the database and the quality of the input data. The quality is defined by contrast and resolution as well as how complete the faces are.
De, Nigris Stefano. "Prove cicliche di trazione e aderenza su muretti in laterizio rinforzati con FRCM". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.
Znajdź pełny tekst źródłaGustafsson, Adam. "ÖVERFRÄSEN : den bortglömda maskinen". Thesis, Linköpings universitet, Carl Malmsten - furniture studies, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-102545.
Pełny tekst źródłaMy thesis explores the overhead router, a formerly common but now rarely used and largely forgotten milling machine. My methods will be both practical and theoretical, and I will linger on three main questions; (1) How is the overhead router used? (2) Why did workers and foremen stop using the overhead router? And (3) what are the potential advantages of the overhead router? The theoretical side of my work will be based on interviews and field research from various workshops and woodwork organizations. The practical aspect of my thesis is an attempt to learn to use the overhead router personally, and in doing so, find out if the overhead router has a place in the contemporary woodworking shop.
Jung, Hyunchul. "Blast Retrofit of Unreinforced Masonry Walls Using Fabric Reinforced Cementitious Matrix (FRCM) Composites". Thesis, Université d'Ottawa / University of Ottawa, 2020. http://hdl.handle.net/10393/40530.
Pełny tekst źródłaPalmieri, Giulia. "Diagonal compression tests on masonry panels reinforced with composite materials FRCM". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.
Znajdź pełny tekst źródłaLuppi, Matteo. "Confronto tra differenti tecnologie di intervento con materiali compositi (FRP, FRCM)". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018.
Znajdź pełny tekst źródłaElghazy, Mohammed. "FRCM composites for strengthening corrosion-damaged structures : experimental and numerical investigations". Doctoral thesis, Université Laval, 2018. http://hdl.handle.net/20.500.11794/29567.
Pełny tekst źródłaCorrosion of steel reinforcement is one of the most destructive mechanisms for reinforced concrete (RC) structures. Corrosion not only impairs the structural integrity and the serviceability of the damaged structure, but it may also lead to unexpected and brittle failures. Despite the rigorous provisions of most codes of practice to avoid corrosion, evidences of corrosion damage are still being reported. Recently, fabric-reinforced cementitious matrix (FRCM) systems were proposed as an innovative strengthening/repair technique for RC structures to overcome the drawbacks associated with the use of the well-documented fiber-reinforced polymer (FRP) systems. While the use of FRCM composites to strengthen un-damaged RC members has proven its efficiency, very little is known about the viability of their use to retrofit RC members with various levels of corrosion damage. In addition, the post-repair performance and the long-term durability of the FRCM-strengthened corroded members, which most likely will be exposed to the same environmental conditions that have prevailed prior their repair, have not received attention in the literature. Moreover, most of our infrastructures such as bridges and parking garages are susceptible to corrosion damage while continuously being subjected to oscillatory loads that cause fatigue. To date, no information is available about the effect of combining fatigue loading with corrosion in FRCM-strengthened structures. In this work, the monotonic and fatigue flexural behaviors of corrosion-damaged RC beams strengthened with FRCM systems were investigated in addition to their long-term performance, i.e. after further exposure to corrosive environment following their strengthening. The work includes experimental and numerical investigations. The analytical predictions and theoretical formulations that are currently available in the design codes have been verified against the experimental results. The experimental program consisted of testing thirty (30) large-scale RC beams of 150×250×2800 mm. The beams were constructed and tested under four-point load configuration. An accelerated corrosion process was utilized to corrode the bottom steel reinforcement in the middle third of the test specimens. The test parameters included the level of corrosion damage (represented by 10, 20, and 30% mass loss in the tensile steel), the type of the strengthening system used (Polyparaphenylene benzobisoxazole (PBO-FRCM), C-FRCM, and FRP), the amount of FRCM composites (1, 2, 3, and 4 layers), the FRCM strengthening Scheme (end-anchored versus continuously wrapped layers), and the loading regime (monotonic and fatigue). The test results showed that the use of FRCM composites significantly enhanced the flexural behavior of the corroded beams. FRCM governed the failure mode of the strengthened beams rather than the level of corrosion damage of the steel bars. FRCM-strengthened beams showed an increase in their ultimate strengths that ranged between 7 and 65% of that of the virgin (neither corroded nor strengthened) beam based on the type, amount, and Scheme of the FRCM used. Exposing the repaired beams to post-repair corrosion resulted in 23% reduction in the steel mass loss. The U-wrapped scheme was more efficient than the end-anchoring scheme in delaying the delamination of the FRCM plies in the short-term repaired beams. It also mitigated the effect of the longitudinal corrosion cracks and consequently increased the post-repair strengthening effectiveness of FRCM systems. Fatigue tests showed that corrosion of steel bars dramatically decreased the fatigue life of the unstrengthened-beams. Strengthening with FRCM composites increased the fatigue life of the corrosion-damaged beams by 38 to 377% of that of the corroded-unstrengthened beams. However, FRCM strengthening did not restore the fatigue life of the virgin beams. In the numerical study carried out in this work, three-dimensional finite element (FE) models were developed to simulate the nonlinear behavior of the corroded beams strengthened with FRCM and FRP composites using the software package ATENA-3D. The results of the numerical analysis were in good agreement with those obtained experimentally in terms of failure modes, strains, load-carrying capacities, and deflections. The developed FE models were able to capture the non-linear behavior of the tested beams with good accuracy. A parametric study was then conducted to investigate the effect of concrete compressive strength and thickness of concrete cover on the strengthening effectiveness of the composite systems. It was observed that failure of RCM-strengthened beams was independent of the compressive strength of concrete or the thickness of the concrete cover and was governed only by fabric slippage within the matrix. Analytically, the design equations of ACI-549.4R-13 (ACI 2013) were assessed using the experimental data obtained from the tests. It was concluded that the theoretical formulations of CI-549.4R-13 can reasonably predict the ultimate strengths of the end-anchored strengthened beams but underestimated those of continuously-anchored beams. A scheme factor of 1.1 was then proposed to calculate the nominal strength of beams strengthened with continuously-wrapped shape of FRCM. The outcome of this work has been published (or submitted for publication) in five journal articles and five conferences, as detailed throughout the thesis.
Zucchini, Lorenzo. "Experimental analysis of fiber reinforced cementitious matrix (FRCM) confined masonry columns". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2011. http://amslaurea.unibo.it/2667/.
Pełny tekst źródłaDe, Freitas Macedo Hian. "Concrete Made with Fine Recycled Concrete Aggregate (FRCA): A Feasibility Study". Thesis, Université d'Ottawa / University of Ottawa, 2019. http://hdl.handle.net/10393/39619.
Pełny tekst źródłaLiao, Lin. "Structural design and characterisation of FRC precast segments". Doctoral thesis, Universitat Politècnica de Catalunya, 2015. http://hdl.handle.net/10803/319455.
Pełny tekst źródłaLa tecnología del hormigón ha avanzado notablemente en las últimas décadas. En este sentido, el hormigón reforzado con fibras (HRF) es un ejemplo del desarrollo en este campo. Este se obtiene mediante la adición de fibras que actúan como un refuerzo de la matriz de cemento, mejorando la tenacidad y el control de la figuración y, por ende, la durabilidad. En ciertas aplicaciones, HRF se ha convertido en un material alternativo para hormigón armado convencional. A pesar de las numerosas ventajas asociadas al uso del HRF, todavía existen incertidumbres en cuanto al diseño, la caracterización y el desempeño mecánico de este material. En particular, es necesario desarrollar adecuadamente el concepto y requerimiento de ductilidad de las estructuras de HRF así como integrar de forma fidedigna aspectos de orientación y de distribución de fibras en el diseño. Todas estas cuestiones deben abordarse con el fin de promover el uso seguro y eficiente del material. El objetivo de esta tesis doctoral es el desarrollo de un enfoque sistemático e innovador para el diseño y caracterización de dovelas de HRF para la ejecución de revestimiento de túneles. En total, esta tesis se cubren 4 aspectos: un estudio crítico en relación con el diseño del dovelas de HRF teniendo en cuenta los requisitos de ductilidad del Código Modelo 2010; un estudio experimental y analítico de bloques de hormigón sometidas a cargas concentradas; el pre ¿ diseño de dovelas para la ejecución de pozos verticales y el análisis de anisotropía en la distribución y orientación de fibras.En el primer tema se aborda un análisis de los requisitos técnicos exigidos por el Código Modelo de 2010 en estructuras de HRF en las que las fibras son los únicos elementos de refuerzo del hormigón. De acuerdo con esta revisión, se propone un enfoque alternativo y compatible con el MC 2010 más alineado con lo requerimiento estructurales y necesidades resistentes de las dovelas de HRF. Este enfoque conduce a la optimización del contenido de fibra necesaria para garantizar la ductilidad adecuada para estos elementos estructurales. Con el fin de evaluar la repercusión de los criterios de ductilidad en términos de consumo de fibra, se presenta un estudio de caso de Metro L9 de Barcelona.El segundo campo de investigación tratado contribuye al conocimiento en relación al comportamiento de elementos de hormigón sometidos a cargas concentradas. En este sentido, se ha llevado a cabo una campaña experimental para evaluar la influencia del ratio altura ¿ ancho en el mecanismo de rotura de los bloques ensayados. En base a las observaciones, se ha planteado un modelo de bielas y tirantes para evaluar las cargas de figuración y de rotura de los bloques. La formulación propuesta se ha empleado para evaluar dichas cargas en el caso de empuje de los gatos de las dovelas diseñadas para los túneles de la Línea 9 del Metro de Barcelona. Los resultados ponen de manifiesto que, empleando los coeficientes de seguridad adecuados, no se requiere armadura pasiva adicional para resistir los esfuerzos de tracción que se generan en la fase de empuje de los gatos, en el caso particular estudiado. Por último, en la cuarta línea de investigación se estudia en profundidad a nivel experimental la anisotropía de la distribución, cuantía y orientación de las fibras en dovelas de hormigón convencional y de hormigón autocompactante reforzadas con fibras. Para ello, se extrajeron un número elevado y representativo de testigos de las dovelas a escala real fabricadas. Se emplearon métodos no destructivos tipo inductivo para evaluar la cuantía y orientación de las fibras. Asimismo, se empleó el ensayo Barcelona (ensayo destructivo) para evaluar también ambas variables así como la resistencia a tracción residual de los hormigones. En base a los resultados se propone un modelo conceptual para estimar la orientación de las fibras en estos elementos estructurales.
Daissè, Gilda. "Interfacial bond behavior of steel-FRCM composites applied to a masonry substrate". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.
Znajdź pełny tekst źródłaCampanini, Davide. "Comparison between Direct Tensile and Single Lap Shear for FRCM/SRG composites". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018. http://amslaurea.unibo.it/17203/.
Pełny tekst źródłaSödersten, Elin. "Prediktionsmodell för graviditet vid in vitro-fertilisering med ett frys-tinat embryo". Thesis, Uppsala University, Department of Mathematics, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-120147.
Pełny tekst źródłaFrys, Lucien [Verfasser], Roland [Gutachter] Strausz i Dorothea [Gutachter] Kübler. "Three Essays in Market Design / Lucien Frys ; Gutachter: Roland Strausz, Dorothea Kübler". Berlin : Humboldt-Universität zu Berlin, 2018. http://d-nb.info/1182542123/34.
Pełny tekst źródłaFilho, José Ernesto de Araujo. "Sistemas de controle difuso com escalonamento de ganhos parametrizado pela referência (FRGS)". Instituto Nacional de Pesquisas Espaciais, 2006. http://urlib.net/sid.inpe.br/MTC-m13@80/2006/09.19.19.42.
Pełny tekst źródłaA new class of adaptive, nonlinear and fuzzy systems titled Fuzzy Reference Gain-Scheduling (FRGS) systems, which combines the adaptive features of gain-scheduling along with the nonlinear characteristics of fuzzy controllers, is presented here. Besides the experience of human operators are incorporated by the parameters of control, this approach can include knowledge about variation in the concepts un-derlying the membership functions, due to changes in operational conditions. This knowledge allows the control surfaces to adapt as required by operational conditions, mainly determined by the reference (set-point) or some exogenous signals representing or related to goals, context, environment, load disturbance etc. When setting up the parameters of the fuzzy system through the modifications introduced in the membership function properties according to different operational conditions this approach can be applied to control design as well as to fuzzy decision support systems or dynamical system modelling.
Ehn, Bäcklund Majken. "På ett ungefär : En fras utveckling från 1830-talet till i dag". Thesis, Stockholms universitet, Svenska/Nordiska språk, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:su:diva-185627.
Pełny tekst źródłaDonnini, Jacopo. "STUDY OF ENHANCED FIBER REINFORCED CEMENTITIOUS MATRIX (FRCM) SYSTEMS FOR STRUCTURAL REHABILITATION". Doctoral thesis, Università Politecnica delle Marche, 2016. http://hdl.handle.net/11566/242998.
Pełny tekst źródłaComposites materials are continuously evolving and their use for the repair and retrofit of civil structures has become a common practice among the engineering community. Fabric Reinforced Cementitious Matrix (FRCM) system represents a new repair methodology for structural strengthening and is becoming a viable alternative to FRP, whenever the project conditions do not allow the use of organic polymer based composites. FRCM is described by the American Concrete Institute (ACI) committee 549 like a composite material consisting of a sequence of one or more layers of cement-based matrix reinforced with dry fibers in the form of open single or multiple meshes that, when adhered to concrete or masonry structural members, forms a FRCM system. FRCMs are usually constituted by dry fabrics, however, it is proved that the bond at the matrix-fibers interface is not optimal, since only the external filaments are in contact with the matrix and able to transfer the load, while the inner filaments slip due to the low friction between the fibers. This work aims to advance the FRCM state of the art in several directions and is divided in four studies. In particular, the study is devoted to characterize several FRCM systems, to clarify the differences in performance and behavior of dry and coated fabrics, to analyze the effects of high temperatures on the FRCM mechanical properties, to evaluate the effectiveness and compatibility with masonry substrates of different mortars (cementitious and geopolymeric). The purpose of First Study is to analyze how different types and amounts of organic coatings applied to a carbon bi-directional fabric could affect the bond behavior at the fiber-mortar interface and mechanical properties of the FRCM system. The effectiveness of coating treatments applied on the fabrics surface was studied by means of direct tensile, pull-off and shear-bond double-lap tests. Experimentation was carried out on different combinations of carbon fabrics and mortars, by varying the level of pre-impregnation of the fabric during the manufacturing process. In addition, the use of a quartz sand layer applied to the fabric after impregnation was investigated. Experimental evidence showed a promising enhancement of the bond between fabric and matrix and, therefore, improved performances of the entire FRCM system even with the use of low percentages of resin, depending on the type of mortar used. The purpose of Second Study is to evaluate the FRCM mechanical behavior under high-temperature conditions. Different FRCM systems were evaluated including carbon fabrics with dry or completely impregnated fibers. The experimental campaign comprised of uniaxial tensile and double-shear bond tests performed under temperatures ranging from 20°C to 120°C. Third Study explores the use of a geopolymer mortar coupled with different carbon fabrics for FRCM applications. The study included the mechanical characterization of the mortar, tensile and double-shear bond tests of the FRCM system when applied to masonry substrates. Finally, Fourth Study analyzes the bond at the FRCM to masonry substrate interface, considering the use of different inorganic primers to improve the interface bond.
ODDO, Maria Concetta. "Advances in experimental characterization and modelling of FRCM composites for structural retrofitting". Doctoral thesis, Università degli Studi di Palermo, 2023. https://hdl.handle.net/10447/579121.
Pełny tekst źródłaThis thesis presents the results of an experimental campaign focused on the tensile characterization of basalt and glass FRCM and composite-calcarenite bond characterization. The experimental work is complemented by the proposal of two numerical models both for tensile and bond tests. The experimental investigation was carried out considering the influence of different reinforcements, matrices and testing methods. Experimental results provide for assessing the effect of mortar grade on the stress-strain curves, strength, ductility and failure modes. Moreover, the thesis provides an important contribution to assess the influence of different testing methods (i.e. clamping and clevis as reported by different standard and guidelines) on the performance of the FRCM systems tested in tension. Moreover, the Digital image correlation was used to measure the tensile strains and to analyse the failure modes offering an accurate mechanical characterization. The main element of novelty is the adoption of a modified bond test set-up designed to analyse the influence of the composite size on bond length and strength. A deep analysis of the results confirms the effectiveness of this innovative set-up. Finally, two numerical models are presented attempt at providing a simple numerical tool for capturing the constitutive behaviour of the FRCM systems. The models were calibrated on the basis of the experimental stress-strain and load-slip curves showing to be an effective tool for predicting the mechanical behaviour of the FRCM composites.
PACK, JULIENNE R. "ENVIRONMENTAL DURABILITY EVALUATION OF EXTERNALLY BONDED COMPOSITES". University of Cincinnati / OhioLINK, 2003. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1046870996.
Pełny tekst źródłaGaleote, Moreno Eduardo. "Optimization of design procedures and quality control for FRC". Doctoral thesis, Universitat Politècnica de Catalunya, 2018. http://hdl.handle.net/10803/664632.
Pełny tekst źródłaEl hormigón reforzado con fibras (HRF) presenta ventajas objetivamente probadas en términos de resistencia residual y procesos de producción. En consecuencia, el HRF con responsabilidad estructural ha experimentado una creciente demanda en el sector de la construcción. No obstante, su uso aún suscita ciertas preocupaciones debidas esencialmente a la influencia de la distribución y la orientación de las fibras en la capacidad resistente. En este sentido, se hace necesario continuar investigando con el objeto de mejorar los métodos actuales de caracterización y diseño del HRF. Los principales aspectos que se abordan en esta tesis están orientados a analizar la influencia de las fibras en la etapa de diseño, verificar la capacidad de los modelos constitutivos para predecir la respuesta estructural de elementos a escala real y simplificar el control de calidad del HRF. En la etapa de diseño, se ha estudiado la influencia del efecto escala en los ensayos de flexión destinados a obtener las ecuaciones constitutivas de HRF. Asimismo, se ha propuesto un modelo para estimar la resistencia residual del HRF basado en la orientación de las fibras. Por otro lado, se ha analizado el comportamiento a flexión de losas reforzadas con fibras y barras de acero, tras lo que se ha comparado los resultados experimentales de dichos ensayos con simulaciones numéricas basadas en las ecuaciones constitutivas descritas en el Model Code 2010 (MC2010). Finalmente, se propone una correlación basada en el ensayo Barcelona (BCN) como alternativa al ensayo a flexión a tres puntos (3PBT) en la fase de control de calidad. La primera parte del estudio se enfoca en la etapa de pre-diseño del HRF. Para ello, se han ensayado probetas prismáticas de distintos tamaños bajo una configuración de ensayo 3PBT para calcular los parámetros que definen la ecuación constitutiva del HRF según los criterios del MC2010. Los resultados muestran que el efecto escala puede verse reducido utilizando el giro, en lugar del CMOD, como parámetro de referencia para calcular las resistencias residuales asociadas a la ecuación constitutiva. Posteriormente, se propone un modelo para estimar la resistencia residual del HRF. A partir de la isotropía y el contenido de fibras, se asigna a cada fibra una posición y una orientación determinada. Asimismo, el modelo asume que en estado fisurado únicamente las fibras contribuyen a la resistencia a tracción. De este modo, la contribución al arrancamiento de todas las fibras en combinación con el equilibrio seccional puede utilizarse para calcular la resistencia residual del HRF. De acuerdo con los resultados obtenidos, la resistencia residual calculada mediante el modelo es capaz de reflejar la influencia del tamaño de probeta, el contenido de fibras y su orientación. Tras el estudio de la fase de pre-diseño, se ensayaron losas a escala real con diferentes combinaciones de HA y HRF con el objeto de analizar la influencia de las fibras en la respuesta a flexión, la aparición de fisuras y la ductilidad. Los resultados experimentales se utilizaron para verificar la idoneidad del modelo constitutivo del MC2010 cuando se utiliza para simular el comportamiento a flexión mediante análisis seccional y tridimensional mediante elementos finitos. Este estudio muestra que los resultados de las simulaciones presentan una sobreestimación generalizada de la respuesta a flexión de las losas en comparación con los resultados experimentales.
Quartarone, Giovanni. "Confinement of masonry columns with Steel Fiber Reinforced Cementitious Matrix (S-FRCM) composites". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.
Znajdź pełny tekst źródłaSalvi, Nicoletta. "Analisi sperimentale del comportamento a taglio di murature in pietra rinforzate con FRCM". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2019.
Znajdź pełny tekst źródłaGheorghiu, Catalin. "Fibre optic sensors for health monitoring of reinforced concrete beams strengthened with FRPs". Thèse, Université de Sherbrooke, 2003. http://savoirs.usherbrooke.ca/handle/11143/1752.
Pełny tekst źródłaLazzarini, Lara. "Rinforzi di murature con compositi frcm. Caso di studio: Teatro Pavarotti di Modena". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2014. http://amslaurea.unibo.it/6773/.
Pełny tekst źródłaRevanna, Roopashree. "Investigation into the functional nature of Frc locus conditioning fructan levels in onion". Thesis, University of Canterbury. Biological Sciences, 2012. http://hdl.handle.net/10092/8810.
Pełny tekst źródłaJones, Mark Stevens. "Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix". Thesis, Virginia Tech, 2017. http://hdl.handle.net/10919/76648.
Pełny tekst źródłaMaster of Science
Gurevich, Peter A. "Interaction of an accelerated FRC in a transverse magnetic field /". Thesis, Connect to this title online; UW restricted, 1998. http://hdl.handle.net/1773/10007.
Pełny tekst źródłaCozza, Alessandro. "Bond properties of SRG anchors employed to improve the effectiveness of SRG/FRCM composites". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2019.
Znajdź pełny tekst źródłaMori, Masaki. "Why do borrowers choose ARMS over FRMS? a behavioral investigation in the U.S.and Japan /". restricted, 2006. http://etd.gsu.edu/theses/available/etd-11062006-140613/.
Pełny tekst źródłaTitle from title screen. Julian Diaz III, committee chair; Alan J. Ziobrowski, Paul Gallimore, J. Andrew Hansz (University of Texas at Arlington), committee members. Electronic text (172 p. : ill.) : digital, PDF file. Description based on contents viewed July 23, 2007. Includes bibliographical references (p. 166-171).
Acanfora, Maria. "Analisi del comportamento sperimentale di lunga-durata di elementi in FRC". Bachelor's thesis, Alma Mater Studiorum - Università di Bologna, 2016.
Znajdź pełny tekst źródłaChichkine, Vladimir N. "Super-FRS the next generation exotic nuclear beam facility at GSI /". [S.l. : s.n.], 2003. http://deposit.ddb.de/cgi-bin/dokserv?idn=969786573.
Pełny tekst źródłaDewar, Althea C., i Bobby B. Savanh. "Analyzing C2 Greyhound capacity at Fleet Readiness Center Southwest (FRC SW)". Monterey, California. Naval Postgraduate School, 2009. http://hdl.handle.net/10945/10432.
Pełny tekst źródłaMBA Professional Report
In an effort to foster process improvement and ensure cost-wise support of the ongoing military operations throughout the world, Fleet Readiness Center Southwest (FRC SW) created its Continuous Process Improvement (CPI) as a vehicle to establish cost-wise readiness throughout its organization. The goal of this MBA project is to determine a reasonable range of production at Fleet Readiness Center Southwest (FRC SW) while attempting to maximize flexibility to support the fleet. The success of our project depended on to conducting capacity measurement analysis to support our findings and recommendations in assisting FRC SW. We used several modeling tools to assess capacity, which assisted in locating some of the constraints on the C2 production line at FRC SW. We found that the scope of the C2 production line requires further capacity analysis using tools beyond our project. We concluded our project with a recommendation for future research using modeling and simulation.
Tansey, E. M. "The early scientific career of Sir Henry Dale FRS (1875-1968)". Thesis, University College London (University of London), 1990. http://discovery.ucl.ac.uk/165642/.
Pełny tekst źródłaDewar, Althea C. Savanh Bobby. "Analyzing C2 Greyhound capacity at Fleet Readiness Center Southwest (FRC SW)". Monterey, Calif. : Naval Postgraduate School, 2009. http://handle.dtic.mil/100.2/ADA501383.
Pełny tekst źródłaAdvisor(s): Heath, Susan ; Euske, Kenneth. "June 2009." "MBA professional report"--Cover. Description based on title screen as viewed on July 14, 2009. DTIC Identifiers: CPI (Continuous Process Improvement), C2 Greyhound, capacity analysis, process flow. Author(s) subject terms: C2 Greyhound; Capacity Analysis; AirSpeed Toolset; Process Flow; Precedence Diagram; Work Breakdown Structure (WBS); PMI3 Includes bibliographical references (p. 43-44). Also available in print.
Stoller, Franziska. "Einwaschzeit für Helium zur Bestimmung der funktionellen Residulkapazität (FRC) bei Kindern /". [S.l : s.n.], 1987. http://www.ub.unibe.ch/content/bibliotheken_sammlungen/sondersammlungen/dissen_bestellformular/index_ger.html.
Pełny tekst źródłaAnusha, Anisetti. "Non-linear Shunting of Piezo-actuators for Vibration Suppression". Wright State University / OhioLINK, 2008. http://rave.ohiolink.edu/etdc/view?acc_num=wright1208834134.
Pełny tekst źródłaMori, Masaki. "Why Do Borrowers Choose Arms Over FRMS? : A Behavioral Investigation in the U.S. and Japan". Digital Archive @ GSU, 2006. http://digitalarchive.gsu.edu/real_estate_diss/3.
Pełny tekst źródłaPerez, Garcia Ramon. "Increasing the Blast Resistance of Concrete Masonry Walls Using Fabric Reinforced Cementitious Matrix (FRCM) Composites". Thesis, Université d'Ottawa / University of Ottawa, 2021. http://hdl.handle.net/10393/42095.
Pełny tekst źródłaOldershaw, Brant. "Combined effects of freeze-thaw and sustained loads on reinforced concrete beams strengthened with FRPs". Thesis, Kingston, Ont. : [s.n.], 2008. http://hdl.handle.net/1974/1052.
Pełny tekst źródłaGeng, Yiping. "Micromechanics-based design of FRC materials : from microstructural features to structural behavior". Thesis, Massachusetts Institute of Technology, 1996. http://hdl.handle.net/1721.1/41333.
Pełny tekst źródłaSilva, Thais Bento Lima da. "Validação da escala de estadiamento e progressão da demência frontotemporal (FTD-FRS)". Universidade de São Paulo, 2018. http://www.teses.usp.br/teses/disponiveis/5/5138/tde-09052018-111153/.
Pełny tekst źródłaIntroduction: In Brazil there is a shortage of validated instruments for the analysis of the course of Frontotemporal Dementia (FTD). Thus, the validation of the Frontotemporal Dementia Staging and Progression Scale (FTD-FRS) becomes relevant. In our setting, dementia staging scales, such as the Clinical Dementia Rating (CDR), were designed to stage Alzheimer\'s disease (AD) and did not include the specific symptoms of FTD. Objectives: 1. To perform the translation, cross-cultural adaptation and validation of the FTD-FRS for the Brazilian context. 2. Evaluate the ability of the FTD-FRS to detect changes in patients with bvFTD, primary progressive aphasia (PPA) and AD after 12 months of the initial evaluation, compared to the CDR scale for FTLD, and with the original CDR. Methods: A total of 101 individuals aged 40 years and older, with formal schooling above two years of age, were included in the study. Twenty-one patients were diagnosed with bvFTD, twelve patients with PPA, 28 AD, eight with mild cognitive impairment (MCI) and 22 normal controls (NC). Family members or caregivers who had frequent contact with the patient were interviewed. Patients with AD and with FTD subtypes were matched for disease severity, according to CDR. Results: The process of cross-cultural adaptation of the FTD-FRS was carried out. It consisted of: translation, back-translation (carried out by independent translators), discussion with experts about the Portuguese version and equivalence with the original version, and development of the final version. The internal consistency of the FTD-FRS, estimated by the Cronbach\'s alpha was 0.975, and the intra-class correlation coefficient for the test and retest stability at six months was 0.977. Factor analysis revealed the existence of four factors that correlated significantly with the CDR-DLFT domains. Patients with bvFTD showed faster progression at 12 months than the other dementia subtypes in the FTD-FRS, CDR-DLFT and CDR-original version scales. Final considerations: FTD-FRS has psychometric properties suitable for clinical use in Brazil. This instrument may aid in the characterization of clinical symptoms relevant to the diagnosis and staging of FTD. It can also document the results related to therapeutic interventions. This study provides clinicians and researchers with a valid instrument for staging and follow-up of patients diagnosed with FTD
Werner, Britta Dorothea Verfasser], i Petra [Akademischer Betreuer] [Schmage. "Haftfestigkeiten kurzer Titan- und FRC-Wurzelstifte / Britta Dorothea Werner ; Betreuer: Petra Schmage". Hamburg : Staats- und Universitätsbibliothek Hamburg, 2020. http://nbn-resolving.de/urn:nbn:de:gbv:18-102517.
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