Relevant bibliographies by topics / CFFT

Contents

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

Academic literature on the topic 'CFFT'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "CFFT"

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Ozbakkloglu, Togay. "Concrete-Filled FRP Tubes: New Forms for Improved Confinement Effectiveness." Applied Mechanics and Materials 256-259 (December 2012): 657–61. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.657.

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This paper reports on the development and testing of a new concrete-filled fiber reinforced polymer (FRP) tube (CFFT) system. The CFFT system was designed to enhance the effectiveness of rectangular FRP tubes in confining concrete. The technique used in the development of the CFFT system involved the incorporation of an internal FRP panel as an integral part of the CFFT. The performance of the system was investigated experimentally through axial compression tests of six unique CFFTs. The results of the experimental study indicate that the new CFFT system presented in this paper offer significa
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Nelson, Mark, Yu Ching Lai, and Amir Fam. "Moment Connection of Concrete-Filled Fiber Reinforced Polymer Tubes by Direct Embedment into Footings." Advances in Structural Engineering 11, no. 5 (2008): 537–47. http://dx.doi.org/10.1260/136943308786412023.

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A moment connection of concrete-filled fibre reinforced polymer (FRP) tubes (CFFTs) to concrete footing is explored. The CFFTs are directly embedded into the footings to develop their full moment capacity, in lieu of using mechanical connections, dowel reinforcing bars, or posttensioning methods. CFFT specimens of 219 mm diameter (D) were embedded into footings, at various depths, ranging from 0.3D to 1.5D. The CFFT cantilevered specimens were then laterally loaded to failure. The objective was to establish the critical embedment length, which was found to be 0.73D. Shorter embedment lengths r
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El-Zefzafy, Hend, Hamdy M. Mohamed, and Radhouane Masmoudi. "Evaluation Effects of the Short- and Long-Term Freeze-Thaw Exposure on the Axial Behavior of Concrete-Filled Glass Fiber-Reinforced-Polymer Tubes." Journal of Composites 2013 (October 30, 2013): 1–10. http://dx.doi.org/10.1155/2013/340672.

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Previous studies have demonstrated the high performance of the concrete-filled fiber-reinforced polymer (FRP) tubes (CFFTs) as a stay-in-place formwork and confining material for concrete structures. However, there are several concerns related to the behavior of CFFT as a protective jacket against harsh environmental effects. The environmental effects such as freeze-thaw cycles and deicing salt solutions may affect materials properties, which may affect the structural response of CFFT members as well. This paper presents the test results of experimental investigation on the durability of short
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Fam, Amir, and Britton Cole. "Tests on reinforced-concrete-filled, fiber-reinforced-polymer circular tubes of different shear spans." Canadian Journal of Civil Engineering 34, no. 3 (2007): 311–22. http://dx.doi.org/10.1139/l06-104.

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This study examines the shear behavior of concrete-filled glass-fiber-reinforced-polymer (GFRP) tubes (CFFTs) reinforced with either steel or fiber-reinforced-polymer (FRP) longitudinal rebar. To evaluate the contribution of the GFRP tubes, control specimens with and without steel spirals, instead of the tubes, were also tested. Shear span-to-depth ratios (a/D) of 1 and 2 were considered in 14 three-point bending tests. CFFT specimens with a/D = 1 failed in shear by diagonal tension failure of the concrete core and tube, whereas those with a/D = 2 failed mostly in flexure. Control specimens fa
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Kang, In-Kyu, and Sun-Hee Kim. "Compressive Strength Testing of Hybrid Concrete-Filled Fiber-Reinforced Plastic Tubes Confined by Filament Winding." Applied Sciences 11, no. 7 (2021): 2900. http://dx.doi.org/10.3390/app11072900.

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In this study, an experiment on compressive strength of the hybrid concrete-filled fiber-reinforced polymer (FRP) tube (CFFT) confined by filament winding was conducted to improve the longitudinal strength while considering the thickness of filament winding as a variable. A maximum error of 17% was observed when the results of performing the finite element analysis (FEA) by applying the mechanical properties of the fiber-reinforced polymer (FRP) materials suggested in previous studies were compared to those of the compressive strength experiment on the hybrid-CFFT. Moreover, a maximum error of
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Vincent, Thomas, and Togay Ozbakkaloglu. "Lateral Strain-to-Axial Strain Model for Laterally Prestressed Concrete-Filled FRP Tubes." Key Engineering Materials 729 (February 2017): 134–38. http://dx.doi.org/10.4028/www.scientific.net/kem.729.134.

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Concrete-filled FRP tube (CFFT) columns have recently gained significant research attention, with a number of experimental studies identifying significant benefits of using high-strength concrete (HSC) to produce high-performance CFFT columns. A recent experimental investigation revealed that prestressing the fibers in the fiber reinforced polymer (FRP) confining shell leads to significant improvements in the axial compressive behavior of HSC-CFFTs. This paper reports the findings from an analytical investigation into the lateral strain-to-axial strain relationship for prestressed HSC-CFFTs. T
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Wang, Xiao Lu, and Xiao Xiong Zha. "Experimental Research on Concrete-Filled GFRP Tubes and GFRP-Steel Composite Tubes under Axial Compressive Load." Advanced Materials Research 163-167 (December 2010): 2052–55. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.2052.

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Axial compression experiments of eighteen concrete-filled GFRP tube (CFFT) and concrete-filled GFRP reinforced steel tube (CFFST) specimens in total have been carried out to study their mechanical behaviors. Experimental results show that, GFRP tubes with different filament-wound angles could enhance the strength and ductility of core concrete at different levels. Fibers with hoop directions provide the best confinement and enhance the ultimate strength up to 266% comparing with unconfined concrete columns. Fibers with ±45° winding angles have minor effects on bearing capacity, but greatly imp
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Helmi, Karim, Amir Fam, Aftab Mufti, and J. Michael Hall. "Effects of driving forces and bending fatigue on structural performance of a novel concrete-filled fibre-reinforced-polymer tube flexural pile." Canadian Journal of Civil Engineering 33, no. 6 (2006): 683–91. http://dx.doi.org/10.1139/l05-075.

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The effects of driving forces and high-cycle fatigue on the flexural performance of a novel pile consisting of a concrete-filled glass-fibre-reinforced polymer (GFRP) tube (CFFT) are investigated. A 367 mm diameter CFFT pile was driven and then extracted from the ground. Two 6 m segments cut from the upper and lower ends of the pile were tested to failure under monotonic bending and compared with a similar undriven CFFT pile. In addition, a 625 mm diameter CFFT and a conventional 508 mm square prestressed concrete pile of similar moment capacities, both 13.1 m long, were driven, tested in the
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Pandey, Deepak, Hemant Kumar Chaudhari, Shesh Raman Upadhyay, et al. "Participatory on-farm evaluation of wheat genotypes." Journal of Agriculture and Natural Resources 2, no. 1 (2019): 312–21. http://dx.doi.org/10.3126/janr.v2i1.26096.

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In wheat development programs, the evaluation and identification of superior genotypes is the first and leading step in a crop improvement program. Coordinated Farmer’s Field Trial (CFFT) was conducted during the three successive wheat growing season of 2010/11, 2011/12 and 2012/13. In CFFT six different wheat genotypes were planted in different outreach sites of research stations of Nepal Agricultural Research Council (NARC) at varying geographical regions. CFFT was conducted according to standard recommended practices of wheat at farmers’ field with different sets of genotypes for Terai and
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Joo, Hyung Joong, Seung Sik Lee, Soon Jong Yoon, Ju Kyung Park, and Kwang Yeoul Shin. "Development of Hybrid FRP-Concrete Composite Compression Members." Advanced Materials Research 26-28 (October 2007): 329–32. http://dx.doi.org/10.4028/www.scientific.net/amr.26-28.329.

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The concrete-filled steel tubes have been widely used in buildings and civil structures. However the corrosion of the steel tubes results in the loss of load carrying capacities of the members and, therefore, there is a need for regular maintenance. To mitigate such maintenance issues and prevent the loss of load carrying capacity, FRP composite were suggested as the candidate material. A number of research works has shown that the use of FRP tubes produced by filament winding technique was very effective on the improvement of compressive strength of the concrete-filled FRP tubes (CFFT). Howev
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Dissertations / Theses on the topic "CFFT"

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Ahmed, Asmaa Abdeldaim Ibrahim. "Behaviour of reinforced CFFT columns under axial compression loading." Mémoire, Université de Sherbrooke, 2016. http://hdl.handle.net/11143/8759.

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Abstract : The construction industry is expressing great demand for innovative and durable structural members such as bridge decks and piers, piling, and poles. Many steel-reinforced concrete structures subjected to de-icing salts and marine environments require extensive and expensive maintenance. Fiber-reinforced polymers (FRPs) have recently gained wide acceptance as a viable construction material for repair, rehabilitation, or new construction of the aging infrastructures particularly those exposed to harsh environment conditions. The promising concept of concrete-filled FRP tube (CFFT) sy
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Dye, Louise. "Variations in CFFT during the menstrual cycle : the effects of benzodiazepines." Thesis, University of Leeds, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.329533.

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Matusis, Alec (Alec L. ). 1971. "CFT correlation functions from AdS/CFT correspondence." Thesis, Massachusetts Institute of Technology, 1999. http://hdl.handle.net/1721.1/85332.

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Boudin, Isabelle. "La CFDT et la construction européenne." Aix-Marseille 3, 1995. http://www.theses.fr/1995AIX32002.

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La cfdt, syndicat reformiste francais, s'est, depuis 1964 date de sa fondation, toujours engagee en faveur de la construction europeenne. La cfdt considere l'union europeenne comme l'un des champs politiques au sein duquel le syndicalisme se doit d'intervenir. La centrale francaise a donc elaboree une politique syndicale specifiquement europeenne afin de pouvoir repondre aux problemes economiques et sociaux generes par la mise en oeuvre du marche interieur. La conception syndicale de la cfdt n'est cependant pas restreinte a la seule des interets immediats des salaries. L'organisation syndicale
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Barisch-Dick, Susanne. "Aspects of AdS / CFT." Diss., Ludwig-Maximilians-Universität München, 2013. http://nbn-resolving.de/urn:nbn:de:bvb:19-158390.

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Shah, Akhil Rajesh. "Topics in AdS/CFT." Diss., Restricted to subscribing institutions, 2009. http://proquest.umi.com/pqdweb?did=1835420801&sid=1&Fmt=2&clientId=1564&RQT=309&VName=PQD.

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Minces, Pablo Sebastián. "Aspectos da correspondência AdS/CFT." Universidade de São Paulo, 2001. http://www.teses.usp.br/teses/disponiveis/43/43134/tde-04122013-133715/.

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Fazemos uma análise das teorias de campos escalar e vetorial na correspondência AdS/CFT. Começamos apresentando as propriedades básicas das teorias conformes e dos espaços AdS. Então, estudamos em detalhe os problemas da estabilidade e quantização do campo escalar acoplado com espaços assintóticamente AdS, seguindo o trabalho de Breitenlohner e Freedman [1]. Mostramos que existem dois tipos de modos normalizáveis: os \"regulares\" e os \"irregulares\" . No caso dos modos \'\'\'regulares\'\', a energia é positiva e finita para qualquer valor do coeficiente de acoplamento do campo com o fundo e
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Stylianidi, Christodoulou Maria Ioanna. "AdS/CFT : dictionary and applications." Thesis, University of Southampton, 2017. https://eprints.soton.ac.uk/415978/.

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This thesis discusses two separate questions within the field of gauge/gravity dualities. The first is <em>what is the gravity dual of a CFT state</em> and it is based on work done in collaboration with my advisor, Prof. Skenderis, and which was presented in [1]. In particular, we develop a systematic perturbative construction of bulk solutions that are dual to CFT excited states. The second question concerns four dimensional theories that admit charged planar AdS black hole solutions carrying axionic charge and which can support additional scalar hair. More specifically, we discuss a number o
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Lavdas, Ioannis. "AdS₄/CFT₃ and quantum gravity." Thesis, Paris Sciences et Lettres (ComUE), 2019. http://www.theses.fr/2019PSLEE041.

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Dans le cadre de la dualité holographique entre une vaste famille de vides 1/2-maximalement supersymétriques Anti-de Sitter à quatre dimensions (AdS₄) et des théories des champs superconformes N=4 supersymétriques à trois dimensions (sCFT₃), nous étudions des questions théoriques majeures de gravité quantique et de théories de jauge. Ce travail a deux directions principales : La premiere partie est consacrée aux mécanismes par lesquels le graviton AdS₄ peut acquérir une petite masse, tandis que la seconde partie concerne la cartographie de la variété superconforme des sCFT₃ considérées. En ce
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Faller, Josua. "Amplitudes in QFT and CFT." Doctoral thesis, Humboldt-Universität zu Berlin, 2019. http://dx.doi.org/10.18452/20637.

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In dieser Dissertationsschrift werden Amplituden in QFTs und CFTs studiert. Zunächst wird mittels der »double copy«-Methode gezeigt, inwiefern Integranden von Gravitationsamplituden aus Integranden von Eichtheorien gewonnen werden können. Um diese Methode anzuwenden, bedarf es einer konkreten Darstellung der Eichtheorieintegranden, sodass die kinematischen Faktoren des Integranden die gleichen algebraischen Relationen erfüllen wie die Strukturkonstanten der Eichtheorie. Mithilfe dieser Methode werden Vierpunktsamplituden in N = 0 Supergravitation gekoppelt mit Yang-Mills in erster Ordnung der
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Books on the topic "CFFT"

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Le réformisme assumé de la CFDT. Presses de la Fondation natinale de Sciences Politiques, 2012.

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Battais, Louisette. Guide bibliographique CFTC CFDT, 1884-1987. BRAEC, 1988.

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Nicole Notat: L'archange de la CFDT. Editions du Félin, 1997.

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Barnier, Aurélie. CFT, Collectif France tricot. Critères, 2009.

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Gorius, Aurore. La CFDT, ou, La volonté de signer. Hachette littératures, 2006.

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La CFDT: Confédération française démocratique du travail. Presses universitaires de France, 1986.

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Edmond Maire: Une histoire de la CFDT. Éditions du Seuil, 2013.

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Bévort, Antoine. La CFDT, organisation et audience depuis 1945. Service des études et de la statistique, Ministère du travail, de l'emploi et de la formation professionnelle, 1992.

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Aparicio, Jean-Claude. La CFDT au péril du libéral-syndicalisme. Editions Syllepse, 1999.

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Natsuume, Makoto. AdS/CFT Duality User Guide. Springer Japan, 2015. http://dx.doi.org/10.1007/978-4-431-55441-7.

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Book chapters on the topic "CFFT"

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Fragomeni, Gino, Stephanie J. Lackey, Roberto Champney, Julie Nanette Salcedo, and Stephen Serge. "Training Effectiveness Evaluation: Call for Fire Trainer – Augmented Virtuality (CFFT-AV)." In Lecture Notes in Computer Science. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-21067-4_27.

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Mukherjee, Madhumita, and Salil Kumar Sanyal. "Design of High-Speed FPGA Based CASU Using CBNS Arithmetic: Extension to CFFT Processor." In Advances in Intelligent Systems and Computing. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5113-0_70.

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Hoyer, Daniel, Eric P. Zorrilla, Pietro Cottone, et al. "CFFF." In Encyclopedia of Psychopharmacology. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-540-68706-1_4118.

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Dinda, Soumyananda. "Competitiveness of CFGT." In SpringerBriefs in Environmental Science. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-02475-8_6.

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Erbin, Harold. "CFT Systems." In String Field Theory. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-65321-7_7.

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Lelievre, Gerard, Patrick Waddell, and Jerry Sovka. "CFHT Remote Observing Possibilities." In Instrumentation for Ground-Based Optical Astronomy. Springer New York, 1988. http://dx.doi.org/10.1007/978-1-4612-3880-5_73.

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Natsuume, Makoto. "AdS/CFT—Equilibrium." In AdS/CFT Duality User Guide. Springer Japan, 2015. http://dx.doi.org/10.1007/978-4-431-55441-7_7.

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Connes, Alain, Bernard de Wit, Antoine Van Proeyen, et al. "Character, in CFT." In Concise Encyclopedia of Supersymmetry. Springer Netherlands, 2004. http://dx.doi.org/10.1007/1-4020-4522-0_102.

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Geng, Yue, Gianluca Ranzi, Yu-yin Wang, Raymond Ian Gilbert, and Sumei Zhang. "State-of-the-art review on the time-dependent behaviour of composite steel-concrete columns." In Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch5.

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&lt;p&gt;This chapter presents a state-of-the-art review of the time-dependent behaviour of composite columns. The first part of the chapter outlines the available typologies and advantages of composite columns. This is followed by an overview of the time-dependent response of concrete (specific to composite columns) and an introduction to concrete confinement. The main part of the chapter is devoted to the state-of-the-art review on how concrete time effects influence the long-term and ultimate behaviour of concrete-filled steel tube (CFST) columns, and on the combined effects produced by sustained loading and chloride corrosion on CFST columns. The review then deals with the long-term behaviour of concrete-filled double skin tube (CFDST) and encased composite columns. The final parts of the chapter provide a review of the time-dependent differential axial shortening (DAS) in vertical components of multi-storey buildings and on the long-term response of arch bridges.&lt;/p&gt;
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Smith, W. Rand. "CGT-CFDT Relations: ‘Conflictual Unity’?" In Crisis in the French Labour Movement. Palgrave Macmillan UK, 1987. http://dx.doi.org/10.1007/978-1-349-08556-9_6.

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Conference papers on the topic "CFFT"

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Durga, V., S. Elakiya, M. Jayasanthi, and T. Karthik. "An efficient method to increase throughput using CFFT." In 2014 International Conference on Electronics and Communication Systems (ICECS). IEEE, 2014. http://dx.doi.org/10.1109/ecs.2014.6892820.

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Balasubramaniam, D., and D. Nedumaran. "Doppler Spectrogram Calculation Using CFFT Algorithm in a Digital Signal Processor Based System." In 2009 Third Asia International Conference on Modelling & Simulation. IEEE, 2009. http://dx.doi.org/10.1109/ams.2009.60.

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Echevarria, A. E., A. E. Zaghi, and M. Saiidi. "Applicability of Concrete-Filled FRP Tube (CFFT) System for Multihazard Resilient Bridge Columns." In Structures Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413357.041.

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Liu, Qingjie, Qizhong Lin, Liming Wang, Qinjun Wang, and Fengxian Miao. "Space-borne hyperspectral remote sensing imagery noise eliminating based on CFFT self-adapted by optimal SNR." In Seventeenth China Symposium on Remote Sensing. SPIE, 2010. http://dx.doi.org/10.1117/12.910400.

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Ostergaard, Halsey, Patrick Dailey, Mahabub Alam, and John Parmigiani. "Permeability Testing of Ceramic Foam Filters." In ASME 2015 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/imece2015-52101.

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The construction and validation of an apparatus for measuring the permeability of ceramic foam filters (CFFs) at varying water flow rates is presented here. Commercially available CFFs are specified by pores per inch, which does not uniquely determine the flow characteristics of CFFs. Permeability, the pressure drop per unit filter thickness as a function of velocity, is desired for modeling and quality control purposes. Permeability is typically described with the Forchheimer equation, which can be broken into linear (Darcy) and quadratic (non-Darcy) components. Linear dependence comes from l
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Wang, Fa-Cheng, Hua-Yang Zhao, and Lin-Hai Han. "Analytical behavior of concrete-filled aluminum tubular stub columns under axial compression." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7135.

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This paper presents numerical investigation of circular concrete-filled aluminum tubular (CFAT) stub columns under axial compression. The numerical models were developed using the finite element (FE) package ABAQUS. The parameters commonly employed in conventional CFST FE modeling have been discussed in this study. The nonlinearities of concrete and aluminum materials and the interaction between concrete and aluminum tube were considered. Numerical models were validated against collected experimental data. The ultimate loads, load-axial strain relationship and failure modes from numerical simu
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Yi, Minhoon, Minho Lee, and Young Ik Eom. "CFFQ." In IMCOM '17: The 11th International Conference on Ubiquitous Information Management and Communication. ACM, 2017. http://dx.doi.org/10.1145/3022227.3022313.

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Chan, Tak-Ming, and Jiong-Yi Zhu. "Comparison investigation on the load capacity of octagonal, circular and square concrete filled steel tubes." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7071.

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This paper presents a comparative investigation on the load capacity of octagonal concrete filled steel tubes (CFST) with that of the commonly used circular and square CFST. Existing experimental data of octagonal CFST were collected and based on the cross-sectional properties of the existing octagonal specimens, the corresponding circular and square cross-section were generated under three different control parameters: total cross-sectional area of column, confinement ratio and axial stiffness. Those circular and square cross-sections were used in the numerical analysis of CFST to obtain the
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Piquer Vicent, Ana, David Hernández-Figueirido, and Carmen Ibáñez Usach. "Concrete-filled round-ended steel tubular stub columns under concentric and eccentric loads." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7197.

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In the past, many works to study the mechanical behaviour of concrete filled steel tubular (CFST) stub columns have been conducted. Some of the applications of these composite columns oblige to meet higher requirements of ductility and load-bearing capacity. Traditionally, circular and rectangular tubes have been employed but recently new cross-sectional shapes of these composite columns are being designed and investigated with the aim of optimizing their mechanical behaviour. In this line, concrete-filled round-ended steel tubular columns (CFRT) have appeared as an alternative. However, the n
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Han, Lin-Hai, Dan-Yang Ma, and Kan Zhou. "Concrete-encased CFST structures: behaviour and application." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7109.

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Concrete-encased CFST (concrete-filled steel tube) is a kind of composite structure comprised of a CFST component and a reinforced concrete (RC) component. The concrete encased CFST possesses superior ductility and higher stiffness. They are gaining popularity in high-rise buildings, large-span structures, bridges, subway stations and workshops. This paper initially reviews the recent research on concrete-encased CFST structures. The major research findings on bond performance, static performance, dynamic performance and fire resistance are presented. This paper also outlines some construction
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Reports on the topic "CFFT"

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Freivogel, Ben, Veronika E. Hubeny, Alexander Maloney, Rob Myers, Mukund Rangamani, and Stephen Shenker. Inflation in AdS/CFT. Office of Scientific and Technical Information (OSTI), 2005. http://dx.doi.org/10.2172/878087.

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Fitzpatrick, A. Liam. Scattering States in AdS/CFT. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1035120.

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Unknown. UTSI/CFFF MHD PROGRAM COMPLETION AND RELATED ACTIVITY. Office of Scientific and Technical Information (OSTI), 2002. http://dx.doi.org/10.2172/792326.

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Unknown. UTSI/CFFF MHD PROGRAM COMPLETION AND RELATED ACTIVITY. Office of Scientific and Technical Information (OSTI), 2000. http://dx.doi.org/10.2172/780815.

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Unknown. UTSI/CFFF MHD PROGRAM COMPLETION AND RELATED ACTIVITY. Office of Scientific and Technical Information (OSTI), 2002. http://dx.doi.org/10.2172/804104.

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6

Joel W. Muehlhauser. UTSI/CFFF MHD PROGRAM COMPLETION AND RELATED ACTIVITY. Office of Scientific and Technical Information (OSTI), 2004. http://dx.doi.org/10.2172/822682.

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7

Joel W. Muehlhauser. UTSI/CFFF MHD PROGRAM COMPLETION AND RELATED ACTIVITY. Office of Scientific and Technical Information (OSTI), 2004. http://dx.doi.org/10.2172/824138.

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Irvin, R. L., and J. A. Bumpus. UTSI/CFFF MHD Program Completion and Related Activities. Office of Scientific and Technical Information (OSTI), 1997. http://dx.doi.org/10.2172/610617.

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Joel W. Muehlhauser. UTSI/CFFF MHD PROGRAM COMPLETION AND RELATED ACTIVITY. Office of Scientific and Technical Information (OSTI), 2004. http://dx.doi.org/10.2172/833401.

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10

Unknown. UTSI/CFFF MHD PROGRAM COMPLETION AND RELATED ACTIVITY. Office of Scientific and Technical Information (OSTI), 2002. http://dx.doi.org/10.2172/802868.

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