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Dissertations / Theses on the topic 'Use of CFRP'

Author: Grafiati

Published: 28 May 2022

Last updated: 31 July 2025

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1

Колесник, Віталій Олександрович, Виталий Александрович Колесник, and Vitalii Oleksandrovych Kolesnyk. "Hole classification produced for aircraft industry in CFRP/metal sandwiches." Thesis, Сумський державний університет, 2013. http://essuir.sumdu.edu.ua/handle/123456789/33530.

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In this article the results of manufacturing process analysis of hole production for aircraft industry in CFRP/metal sandwiches are presented. Hole production is provided with hand-guided tool. The review of the most widespread tool backup facilities according to manufacturing process analysis is stated. Hole classification for CFRP/metal sandwiches was suggested according to the specific production step. When you are citing the document, use the following link http://essuir.sumdu.edu.ua/handle/123456789/33530

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2

BOLDUC, MATTHEW W. "USE OF CARBON FIBER REINFORCED POLYMER PLATES FOR REPAIR OR RETROFIT OF PRESTRESSED AND REINFORCED CONCRETE GIRDERS." University of Cincinnati / OhioLINK, 2003. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1046870127.

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3

Hutchinson, Robin L. "The use of externally bonded CFRP sheets for shear strengthening of I-shaped prestressed concrete bridge girders." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0023/NQ51651.pdf.

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4

Kaiser, Richard Lawrence. "Analysis and Connection of Lightweight CFRP Sandwich Panels for Use as Floor Diaphragms in Structural Steel Buildings." Diss., The University of Arizona, 2014. http://hdl.handle.net/10150/321006.

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A lightweight carbon fiber reinforced polymer (CFRP) sandwich panel has been developed for floor use in commercial office building construction. CFRP laminate skins were combined with low-density rigid polyurethane foam to create a composite sandwich panel suitable for floor use. The CFRP sandwich panel was optimized to withstand code prescribed office-building live loads using a 3D finite element computer program called SolidWorks. The thickness of the polyurethane foam was optimized to meet both strength and serviceability requirements for gravity loading. Deflection ultimately was the contr

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5

Elnabelsya, Gamal. "Use of Carbon Fiber Reinforced Polymer Sheets as Transverse Reinforcement in Bridge Columns." Thèse, Université d'Ottawa / University of Ottawa, 2013. http://hdl.handle.net/10393/24298.

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Performance of bridges during previous earthquakes has demonstrated that many structural failures could be attributed to seismic deficiencies in bridge columns. Lack of transverse reinforcement and inadequate splicing of longitudinal reinforcement in potential plastic hinge regions of columns constitute primary reasons for their poor performance. A number of column retrofit techniques have been developed and tested in the past. These techniques include steel jacketing, reinforced concrete jacketing and use of transverse prestressing (RetroBelt) for concrete confinement, shear strengthening and

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6

Alteri, Nicholas James. "Flexural Behavior of Laterally Damaged Full-Scale Bridge Girders Through the Use of Carbon Fiber Reinforced Polymers (CFRP)." UNF Digital Commons, 2012. http://digitalcommons.unf.edu/etd/412.

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ABSTRACT The repair and strengthening of concrete bridge members with CFRP has become increasingly popular over recent years. However, significant research is still needed in order to develop more robust guidelines and specifications. The research project aims to assist with improving design prosedures for damaged concrete members with the use of CFRP. This document summarizes the analysis and testing of full-scale 40’ foot long prestressed concrete (PSC) bridge girders exposed to simulated impact damage and repaired with carbon fiber reinforced polymers (CFRP) materials. A total of five AASHT

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7

Mahroug, Mohamed E. M. "Behaviour of continuous concrete slabs reinforced with FRP bars. Experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs." Thesis, University of Bradford, 2013. http://hdl.handle.net/10454/6332.

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An investigation on the application of basalt fibre reinforced polymer (BFRP) and carbon fibre reinforced polymer (CFRP) bars as longitudinal reinforcement for simple and continuous concrete slabs is presented. Eight continuously and four simply concrete slabs were constructed and tested to failure. Two continuously supported steel reinforced concrete slabs were also tested for comparison purposes. The slabs were classified into two groups according to the type of FRP bars. All slabs tested were 500 mm in width and 150 mm in depth. The simply supported slabs had a span of 2000 mm, whereas the

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8

Mahroug, Mohamed Elarbi Moh. "Behaviour of continuous concrete slabs reinforced with FRP bars : experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs." Thesis, University of Bradford, 2013. http://hdl.handle.net/10454/6332.

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An investigation on the application of basalt fibre reinforced polymer (BFRP) and carbon fibre reinforced polymer (CFRP) bars as longitudinal reinforcement for simple and continuous concrete slabs is presented. Eight continuously and four simply concrete slabs were constructed and tested to failure. Two continuously supported steel reinforced concrete slabs were also tested for comparison purposes. The slabs were classified into two groups according to the type of FRP bars. All slabs tested were 500 mm in width and 150 mm in depth. The simply supported slabs had a span of 2000 mm, whereas the

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9

Lerer, Iotam Andrea. "Providing Arms and Weapons to Parties Involved in Civil Wars: The Legal Framework for EU Member States." Doctoral thesis, Università degli studi di Trento, 2020. http://hdl.handle.net/11572/273793.

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At a time when the majority of conflicts are non-international, providing arms to the legitimate government or to the opposition forces may influence and even determine the outcome of a civil war. It is, therefore, not surprising that such a provision is subject to a web of rules. This dissertation focuses on those applicable to the EU Member States, which arise from international, European, and domestic law. Sanctions regimes are an integral part of this legal framework. Of primary importance are, naturally, sanctions adopted by the Security Council under Chapter VII, but also the more contro

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10

Lerer, Iotam Andrea. "Providing Arms and Weapons to Parties Involved in Civil Wars: The Legal Framework for EU Member States." Doctoral thesis, Università degli studi di Trento, 2020. http://hdl.handle.net/11572/273793.

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At a time when the majority of conflicts are non-international, providing arms to the legitimate government or to the opposition forces may influence and even determine the outcome of a civil war. It is, therefore, not surprising that such a provision is subject to a web of rules. This dissertation focuses on those applicable to the EU Member States, which arise from international, European, and domestic law. Sanctions regimes are an integral part of this legal framework. Of primary importance are, naturally, sanctions adopted by the Security Council under Chapter VII, but also the more contro

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11

Kutarba, Markus Peter. "Durability of carbon fiber reinforced polymer (CFRP) strengthening systems used to repair corrosion damage in reinforced concrete." [Gainesville, Fla.] : University of Florida, 2004. http://purl.fcla.edu/fcla/etd/UFE0004766.

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12

Birdsong, Linda L. "Development of an Instrument to Ascertain Teachers' Use of CFIP as a Tool for Improving Classroom Instruction and Learning." Thesis, Notre Dame of Maryland University, 2015. http://pqdtopen.proquest.com/#viewpdf?dispub=3684654.

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<p>Abstract This research was designed to develop an instrument to evaluate how use of the Classroom Focused Improvement Process (CFIP) affected teachers' perceptions of using student data. The CFIP process requires that teacher teams regularly analyze student data, to strategically plan, reevaluate, and re-plan. Teams own achievement for all students. Ainsworth (2006) asserted teams must use collaboratively created short-cycle assessments to ensure common student growth. Data guide team-adjusted teaching, and professional development. Teacher belief in interim assessments' potential derives f

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13

Augustyn, Willem Johannes. "Evolutionary drivers of temporal and spatial host use patterns in restio leafhoppers Cephalelini (Cicadellidae)." Thesis, Stellenbosch : Stellenbosch University, 2015. http://hdl.handle.net/10019.1/97825.

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Thesis (PhD)--Stellenbosch University, 2015.<br>ENGLISH ABSTRACT: Understanding how divergent selection results in the evolution of reproductive isolation (i.e. speciation) is an important goal in evolutionary biology. Populations of herbivorous insects using different host plant species can experience divergent selection from multiple selective pressures which can rapidly lead to speciation. Restio leafhoppers are a group of herbivorous insect species occurring within the Cape Floristic Region (CFR) of South Africa. They are specialised on different plant species in the Restionaceae family.

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14

Leprêtre, Emilie. "Efficacité du renforcement par composites collés vis-à-vis de la propagation de fissures de fatigue pour une application aux structures rivetées." Thesis, Ecole centrale de Nantes, 2017. http://www.theses.fr/2017ECDN0003/document.

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La fatigue représente la deuxième cause d’endommagement des structures métalliques anciennes après la corrosion. Celle-ci se manifeste par l’apparition de fissures, dans les zones fortement sollicitées présentant des concentrations de contraintes importantes, et peut mener à terme à la ruine de l’ouvrage. Dans le cas des structures métalliques anciennes, les fissures de fatigue s’amorcent généralement au droit des trous de rivets rendant difficile leur détection par les techniques de contrôle non destructif conventionnelles. De même, les matériaux métalliques anciens de la construction, et not

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15

Bassi, Gianluca. "Sviluppo di un sistema di tracciatura per la progettazione di un dispositivo medico." Bachelor's thesis, Alma Mater Studiorum - Università di Bologna, 2020. http://amslaurea.unibo.it/20259/.

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Questa tesi è stata svolta presso Cefla, un’azienda di Imola nata nel 1932 che negli anni si è diversificata ed espansa integrando nuove Business Unit tra cui la Medical Equipment. L’obbiettivo del lavoro è stato quello di migliorare il flusso di progettazione di un dispositivo medico attraverso l’inserimento dei dati di progetto in due software in grado di comunicare tra loro. Tramite l’integrazione dei software Jira e TestRail è stato possibile realizzare un sistema di Design Control che permettesse la tracciatura di tutto il percorso che segue lo sviluppo dei vari progetti. La prima part

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16

Gowda, Chandan Chinnagiri. "Use of NSM FRP for torsional strengthening on thin walled tubular RC structures." Doctoral thesis, 2019. http://hdl.handle.net/1822/65878.

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Tese de Doutoramento em Engenharia Civil<br>The use of near surface mounted (NSM) FRP reinforcement has been proven to be a very promising technique for the strengthening of reinforced concrete (RC) structures in both flexure and shear. The application of NSM FRP to improve the torsional performance of RC structures is limited, however, and despite the many potential advantages this technique has never been applied to thin walled tubular RC members. This research study focuses on the development of strengthening strategies for torsional deficient elements using NSM straight and L-shaped

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17

Kim, InSung. "Use of CFRP to provide continuity in existing reinforced concrete members subjected to extreme loads." 2008. http://hdl.handle.net/2152/17915.

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A special problem in many reinforced concrete structures built in the 1970s and earlier is the lack of continuity between elements. Continuity is a characteristic of structures essential to preventing collapse. Therefore, in extreme loading conditions such as loss of a column support due to terrorist attack or if earthquake or other extreme actions occur, the structures could be vulnerable to collapse. The study reported here focused on two structural discontinuities in existing reinforced concrete structures, discontinuity in bottom reinforcement in beams (horizontal discontinuity) and poorly

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18

Lai, Ya-Chuan, and 賴亞群. "Use of Nondestructive Techniques Based on Stress Wave to Evaluate the Mechanical Properties of Deteriorated Near-Surface Mounted CFRP Strengthening Elements." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/05384689108904874636.

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碩士<br>國立中興大學<br>土木工程學系所<br>99<br>The NSM FRP method has attracted the civil construction industry attention and increased the related researches quickly beacuse it is easy to install and has good structural functions in many ways. However, all the strengthened structures still encountered the processes of deterioration before strengthening. The degree of deterioration will affect the efficiency of strengthening, but the researches about the efficiency of NSM CFRP strengthening affected by deterioration are few. This thesis uses the way of outdoor exposure and accelerating deterioration to inve

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19

Tsai, Yuchi, and 蔡育祈. "The correlation research among CSR, CFP and Economic indicators for award corporations in Taiwan and USA." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/36619495543846083227.

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碩士<br>國立勤益科技大學<br>企業管理系<br>98<br>In rapidly current change business environment, how corporations have balances among profit, environmental protection, and social education is the most important issue in the society. Main reasons of corporation measure CSR from state policies, social expectation, and firms. However this is a big task to corporation because of its higher and uncertainty cost, longer period of cost return. Now, most CSR have been measured in European and America religion countries since three decades ago, and still stage of promotion in Asia countries. Most relative research

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