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Relevant bibliographies by topics / Flange

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Academic literature on the topic 'Flange'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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Journal articles on the topic "Flange"

1

Ramadan, Osman M. O., Ahmed H. Abdel-Kareem, Hala R. Abousafa, and Ibrahim A. El-Azab. "Nonlinear FE Prediction of Shear Strength of RC T-Beams with Flange in Compression Zone." Journal of Engineering Research and Reports 24, no. 7 (2023): 1–17. http://dx.doi.org/10.9734/jerr/2023/v24i7824.

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This research predicts the shear strength of reinforced concrete T-beams with flanges under compression stresses using nonlinear finite element (FE) analysis. A FE model is developed and verified against specially designed experiments (beams with varying flange width and depth). Results of the FE models were found to be in excellent agreement with their corresponding experimental results. The average load capacity and deflections (FE/experiments) ratios were 1.03 and 0.87, respectively. We then conducted an extensive parametric study to investigate the structural performance of flanged beams u

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Gjengedal, Ragnar, Ørjan Fyllingen, and Henrik Sture. "Integrity Evaluation of Steel Flanges Joined with Metallic Gaskets." Key Engineering Materials 554-557 (June 2013): 2187–99. http://dx.doi.org/10.4028/www.scientific.net/kem.554-557.2187.

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System integrity of a flanged connection requires that no leakages occur. Metallic flanges and their joining is of great importance when it comes to avoiding leakages from hydrocarbon lines. The American standard ASTM A182 demands that flanges must be forged to shape, thereby excluding other manufacturing methods. Mechanical properties of duplex stainless steel bars have been examined by doing tensile and charpy tests. A finite element model of a typical ASME-flange assembly was made and was used to calculate stress levels in the flange. The measured mechanical properties of the bar, showed th

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Ashish Goyal. "Thermal shock: A flange leakage cause." International Journal of Science and Research Archive 12, no. 1 (2024): 2052–60. http://dx.doi.org/10.30574/ijsra.2024.12.1.0951.

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Flange leakage due to thermal shock is a critical issue in piping systems. This paper presents a comprehensive case study on the impact of thermal shock on flange leakage in piping systems. It explores the phenomenon where a sudden increase in operating temperature can compromise the integrity of flanged joints, leading to leakage. The study delves into the thermal response of flanges and how it can precipitate a loss of bolt loading, resulting in a decrease in gasket seating pressure. Through detailed analysis, the paper discusses the steady-state operation of flanges, temperature variations

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Whatham, J. F. "Pipe Bend Analysis by Thin Shell Theory." Journal of Applied Mechanics 53, no. 1 (1986): 173–80. http://dx.doi.org/10.1115/1.3171707.

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Thin shell theory is applied to pipe bends terminated by flanges or flange-ended tangent pipes and subjected to any end loading, either in-plane or out-of-plane. Graphs of flexibility factor versus pipe bend characteristic are presented for in-plane bending of a wide range of pipe elbows terminated by flanges or short flange-ended tangents. Experimental results verify the thin shell solutions for in-plane and out-of-plane bending of a flanged pipe elbow. The capabilities of a computer program BENDPAC are also described.

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Ezechukwu, Vincent Chukwuemeka, Ifeanyi Ugochukwu Onyenanu, Gabriel Ayadinuno, Joesph Okwudili Agwaziam, and Charles Okechuku Ojinekeya. "Corrosion Resistance of Developed Bolted Flange Made of Momordica Angustisepala Fiber (MAF) and Breadfruit Seed-Shell Particles (BFSAP)." IPS Journal of Engineering and Technology 1, no. 1 (2025): 34–37. https://doi.org/10.54117/ijet.v1i1.4.

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Connecting pipe systems and pressure vessels requires bolted flanged joints. One of the most frequent reasons why bolted flanged joints leak is corrosion of the flange surface. This research investigates the corrosion resistance of composite bolted flanges made of Momordica angustisepala fiber (MAF) and breadfruit seed-shell particles (BFSAp). The result shows 100% polarization resistance with a corrosion rate of 0.00 mil per year was obtained for the developed composite. This shows that the corrosion problem of a metallic bolted flange can be reduced using the developed composite.

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Sinke, J. "Spring Back of Curved Flanges of Rubber Formed Aluminum Parts." Key Engineering Materials 554-557 (June 2013): 1851–55. http://dx.doi.org/10.4028/www.scientific.net/kem.554-557.1851.

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Rubber forming is a common process for the fabrication of flanged metallic parts in the aerospace industry. The process enables cheap tooling, which is important since the product series are limited. In the process a rigid and a soft tool are combined to form a metal blank into the required shape. Most components made in this way are “flanged parts”, i.e. parts with a rather flat web plate and curved flanges at the periphery of the web plate. For flanged parts the determination of spring back of the flanges, straight or curved, is important, since the forming dies compensated with the spring b

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Abbas, Rafaa M., and Wesal A. Fadala. "Behavioral Investigation of Reinforced Concrete T-Beams with Distributed Reinforcement in the Tension Flange." E3S Web of Conferences 318 (2021): 03010. http://dx.doi.org/10.1051/e3sconf/202131803010.

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Current design codes and specifications allow for part of the bonded flexure tension reinforcement to be distributed over an effective flange width when the T-beams' flanges are in tension. This study presents an experimental and numerical investigation on the reinforced concrete flanged section's flexural behavior when reinforcement in the tension flange is laterally distributed. To achieve the goals of the study, numerical analysis using the finite element method was conducted on discretized flanged beam models validated via experimentally tested T-beam specimen. Parametric study was perform

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Bondarenko, Oleg, and Anatoliy Dziuba. "Sealing of Pipelines Flange Connections in Conditions of Fasteners Tightening Torque Reducing." Applied Mechanics and Materials 630 (September 2014): 283–87. http://dx.doi.org/10.4028/www.scientific.net/amm.630.283.

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Flanged connections are widely used in pipelines of various technical systems. Task of reducing the consumption of materials pipelines , ensuring their long-term tightness is highly relevant for shipbuilding , aviation and space technology and other mashinebuilding. In this paper, the task of deliberately reducing torque fasteners flange connection at build pipelines to ensure the initial tightness of the connection , reducing the weight of the pipeline , the alignment of the stress- strain state of the compound and determining the residual torque fasteners, providing connections for leaks. Wi

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Mikulionok, Іgor, Anton Karvatskii, Olena Ivanenko, and Serhii Leleka. "Flange connections of chemical technology equipment and pipelines." Proceedings of the NTUU “Igor Sikorsky KPI”. Series: Chemical engineering, ecology and resource saving, no. 2 (June 30, 2023): 15–31. http://dx.doi.org/10.20535/2617-9741.2.2023.283516.

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The subject of the research is the most common type of detachable joints in chemical, petrochemical, oil refining, food and energy machine and apparatus construction, namely flanged joints of technological and auxiliary equipment, as well as pipelines. The study of the state of the issue and trends in the development of structural and technological design of flanged joints is based on a critical analysis of scientific and technical sources of information and, above all, patent information of the leading countries of the world, since it is in the patent documentation that information is g

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Steau, Edward, Poologanathan Keerthan, and Mahen Mahendran. "Web crippling study of rivet fastened rectangular hollow flange channel beams with flanges fastened to supports." Advances in Structural Engineering 20, no. 7 (2016): 1059–73. http://dx.doi.org/10.1177/1369433216670172.

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Thin-walled steel hollow flange channel beams are commonly used as joists and bearers in various flooring systems in buildings. A new rivet fastened rectangular hollow flange channel beam was proposed using an intermittently rivet fastening process as an alternative to welded beams. This flexible fastening process allows rectangular hollow flange channel beams to have greater section optimisation, by configuring web and flange widths and thicknesses. In the industrial applications of rectangular hollow flange channel beams as flooring, roofing or modular building systems, their flanges will be

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Dissertations / Theses on the topic "Flange"

1

Vakiener, Adam R. "Preliminary investigation of flange local buckling in pultruded wide flange structural shapes." Thesis, Georgia Institute of Technology, 1990. http://hdl.handle.net/1853/19562.

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Sufran, Mansor. "COMPARISON OF STRENGTH, DUCTILITY AND STIFFNESS OF FREE FLANGE AND WELDED FLANGE PLATE CONNECTION." OpenSIUC, 2019. https://opensiuc.lib.siu.edu/theses/2632.

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Steel structures have been in use in high-rise structures since its more economical as compared to the use of concrete. The steel frames constructed fall under ordinary moment-resisting structures or special moment-resisting structures. Since the occurrence of Northridge earthquake in 1994 and Kobe earthquake in 1995, a lot of research has been done on causes of structural failure as well as remedies to the faults previously present in the building before the occurrence of the earthquake.

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Steau, Edward. "Web bearing behaviour and design of hollow flange beams." Thesis, Queensland University of Technology, 2015. https://eprints.qut.edu.au/120162/1/Edward_Steau_Thesis.pdf.

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Thin-walled steel hollow flange channel beams are commonly used as joists and bearers in various flooring systems in buildings. They are mono-symmetric sections with two closed rectangular hollow flanges, which make them highly structurally efficient when compared with conventional cold-formed steel sections. The LiteSteel beam (LSB) section is a welded hollow flange channel beam with two rectangular hollow flanges. It is made from a single steel strip using a combined dual electric resistance welding and automated continuous rollforming process. Recent research studies made improvements to th

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Waara, Patric. "Wear reduction performance of rail flange lubrication." Licentiate thesis, Luleå, 2000. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-26422.

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Rail and rail wheel flange wear on the rail track has been a problem of attention for the last 30 years. The problems arise in curves and depend on increased traffic volume, heavier axle load and also higher speed. Axle loads of 22,5-25 ton is common nowadays and the trend is towards heavier axle loads where the next step is 30-35 ton. Flange wear includes both wheel and rail flanges and is therefore a problem for the operating company as well as the infrastructure owner. The flange wear depend mainly on the number of passed axles, type of traffic, speed and curve radius but also the axle load

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Bishop, Cliff Douglas. "Flange bracing requirements for metal building systems." Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/47665.

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The analysis and design of bracing systems for complex frame geometries typically found in metal buildings can prove to be an arduous task given current methods. The American Institute of Steel Construction's Appendix 6 from the 2010 Specification for Structural Steel Buildings affords engineers a means for determining brace strength and stiffness requirements, but only for the most basic cases. Specifically, there are a number of aspects of metal building systems that place their designs outside the scope of AISC's Appendix 6 (Stability Bracing for Columns and Beams). Some of the aspects not

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Cao, J. J. "Tension circular flange joints in tubular structures." Thesis, University of Manchester, 1995. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.527696.

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Berrington, R. E. "Rig design to provide flange methodology validation data." Thesis, Swansea University, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.636083.

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Over the years many researchers have investigated various aspects of bolted flanged joints. Much of this has been in the areas of flange sealing and fatigue characterisation of the joint components. Roll-Royce plc is researching new methods of analysing the flanged joints on its aero-engine casings, with the aim of reducing weight by up to thirty percent without compromising reliability or efficiency. In modern civil aero-engines, the need to withstand the excessive stresses induced by the loss of a fan blade is the design case for many of the structural casing flanges. These flanged joints te

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Berninghaus, Garth B. "Stress distribution in welded flange-bolted web connections." Thesis, Monterey, California. Naval Postgraduate School, 1995. http://hdl.handle.net/10945/26269.

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Wappler, Gilberto Paulo. "Otimização paramétrica de um flange de motor elétrico." Universidade do Estado de Santa Catarina, 2014. http://tede.udesc.br/handle/handle/2065.

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Made available in DSpace on 2016-12-12T20:25:12Z (GMT). No. of bitstreams: 1 Gilberto Paulo Wappler.pdf: 3228907 bytes, checksum: b89445d7a190e66455c34f9382fb8d2f (MD5) Previous issue date: 2014-12-16<br>Coordenação de Aperfeiçoamento de Pessoal de Nível Superior<br>This work has the objective of implementing a structural optimization procedure in order to adjust the natural frequency of electric motors. This is accomplished by modifying some flange dimensions, which is the part connecting the motor to the system being driven. The implemented optimization algorithm is the PSO (Particle Swarm

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Assenso, Antwi Akwasi Manu. "Behavior of wide flange beams with web openings." OpenSIUC, 2012. https://opensiuc.lib.siu.edu/theses/978.

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Behavior of wide flanged beams is of much importance to civil engineers as this one of the main materials used in steel structures. Openings are made in the web of beams to pass services pipes from one side of the building to another, when these openings are made in the beams, the shear and moment capacity at this section will be reduced. This will increase stresses at this section of the beam and will subsequently affect the stress distribution in the beam with web opening. Longitudinal stiffeners are placed at the top and bottom edges of the web opening to increase both moment and shear capa

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Books on the topic "Flange"

1

Sokolov, V. F. Na pravom flange fronta. Voen. izd-vo, 1985.

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Shashin, B. S. Ataka na ferzevom flange. "Fizkulʹtura i sport", 1988.

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Institute, American National Standards. Metric 12-point flange screws. American Society of Mechanical Engineers, 2009.

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Parsons Brinckerhoff Quade & Douglas., Jackson Tull & Graham., and Chicago Transit Authority, eds. Evaluation of CTA's flange angle replacement methodology. Parsons Brinckerhoff?, 1989.

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5

Cao, J. Tension circular flange joints in tubular structures. UMIST, 1995.

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6

Green, Deborah L. Design of web-flange beam or girder splices. Dept. of Civil Engineering, University of Alberta, 1987.

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7

Berninghaus, Garth B. Stress distribution in welded flange-bolted web connections. Available from National Technical Information Service, 1995.

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8

Chernenko, Diana E. An analysis of the performance of welded wide flange columns. Dept. of Civil Engineering, University of Alberta, 1988.

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9

Shu, Xinggao. Development of a new distance based criterion for flange climbing derailment. Transportation Technology Center, Inc., a subsidiary of the Association of American Railroads, 2005.

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10

I, Popov A. Borodinskoe srazhenie: Boevye deĭstvii͡a︡ na severnom flange : uchebnoe posobie k spet͡s︡kursu. Izd-vo Samarskogo gos. pedagog. universiteta, 1995.

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Book chapters on the topic "Flange"

1

Gooch, Jan W. "Flange Crimping." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_5024.

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Xia, Junwu, Lingyuan Meng, Chunbo Zhou, Nianxu Yang, and Hang Xu. "Study on the Axial Hysteresis Performance of X Node Reinforced by Upward Grooved Ring Plate." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-2417-8_2.

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AbstractTo address the challenge of being unable to observe damage in the main branch area with the existing reinforcement method, a new method of relocating the slotted ring flange was proposed. Through full-scale axial reciprocating loading tests, a comparative analysis of two damage modes, the ring flange corner plate and the slotted ring flange relocation reinforcement, was conducted. The study also investigated the axial hysteresis performance of the slotted ring flange's X-shaped nodes.

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Dujmović, Darko, Boris Androić, and Ivan Lukačević. "Effective width of Concrete Flange." In Composite Structures According to Eurocode 4. Wiley-VCH Verlag GmbH, 2015. http://dx.doi.org/10.1002/9783433604908.ch4.

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Houpert, L. "Roller End–Flange Sliding Contact." In Encyclopedia of Tribology. Springer US, 2013. http://dx.doi.org/10.1007/978-0-387-92897-5_366.

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Yates, John T. "Flange-Mounted UHV Variable Aperture." In Experimental Innovations in Surface Science. Springer New York, 1998. http://dx.doi.org/10.1007/978-1-4612-2304-7_18.

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Zacal, Jiri, Lukas Hruzik, and Vaclav Mosler. "Circular Flange Joints of Pressure Vessel." In Atlantis Highlights in Engineering. Atlantis Press International BV, 2023. http://dx.doi.org/10.2991/978-94-6463-182-1_12.

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Skejic, Davor, Darko Dujmovic, and Boris Androic. "Finite Element Modelling of the Flange Cleats." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_52.

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Hanson, M. T., and L. M. Keer. "Analytical and Numerical Treatment of Flange Contact." In Rail Quality and Maintenance for Modern Railway Operation. Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-015-8151-6_16.

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Gaca, Hans, Jan Ruiter, Götz Mehr, and Theo Mang. "Wheel-Flange Lubrication Systems for Railway Vehicles." In Encyclopedia of Lubricants and Lubrication. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-22647-2_133.

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Kang, B. S. J., Jacky Prucz, and F. K. Hsieh. "Interactive Optimum Parametric Design of Laminated Composite Flange." In CAD/CAM Robotics and Factories of the Future ’90. Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-84338-9_68.

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Conference papers on the topic "Flange"

1

Whitlow, Scott. "Polytheylene Fabricated Flange Failures." In CORROSION 2003. NACE International, 2003. https://doi.org/10.5006/c2003-03609.

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Abstract Large diameter fabricated high density polyethylene (HDPE) flanges have been used successfully in a variety of industries and applications. However, fabricated flange failures at two DuPont Gulf Coast plants resulted in expensive field repairs and one failure caused a significant production loss. Both HDPE lines were in cooling water service and both failures occurred in a flange-to-stub-end weld made in seemingly ideal conditions at a shop (as contrasted to the difficulty of making field welds). The failed components are 36" (914 mm) diameter, one flange is 13.5 SDR and the other is

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Tsuda, Takahiro, Nozomi Satake, and Manabu Itoki. "Mitigation of Flange Face Corrosion During Plant Construction." In CORROSION 2021. AMPP, 2021. https://doi.org/10.5006/c2021-16742.

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ABSTRACT In a recent modular construction project, severe corrosion of the gasket contact surfaces of flange faces was found to have occurred after the flanges had been tightened.1 Root-cause analysis indicated that there is a greater chance of water ingress in tightened flanges in modular construction than in stick-built construction and that the longer construction period in the former can result in the severe corrosion of flange faces observed. Therefore, in order to mitigate or prevent such corrosion in modular construction, countermeasures should be taken. In this paper, two means of miti

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Nyholt, John J., and Frank Dodd. "Non-Invasive Measurement of Corrosion of Flange Sealing Surfaces." In CORROSION 2003. NACE International, 2003. https://doi.org/10.5006/c2003-03430.

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Abstract Piping and pressure vessel nozzle flange leaks contribute to the loss of containment, health, safety, and environmental (HSE) issues in the petrochemical industry. This paper discusses a project to mitigate flange leaks through a non-intrusive nondestructive (NDE) technique by early detection and quantification of flange face corrosion. A case study of two amine units from a US gas plant is presented. Process leaks had occurred on piping and nozzle flanges due to CO2 corrosion and erosion of raised-face sealing surfaces. Several corroded flanges were removed and submitted for a study

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Thomason, W. H., Randall G. Ivie, and John A. Marlow. "Prevention of Crevice Corrosion in Duplex SS Flanges Using Carbon Steel Bolts with Cathodic Protection." In CORROSION 1999. NACE International, 1999. https://doi.org/10.5006/c1999-99356.

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Abstract Achieving reliable long-term performance of high strength bolts for flange connections in subsea service is a critical issue for the offshore industry. Viable bolting materials with high strength that are not susceptible to embrittlement or galvanic corrosion when the flanges are made of stainless steels are limited. A laboratory study was performed to determine the viability of using B7 carbon steel stud bolts and 316 stainless steel (SS) seal rings in a Duplex SS flange for subsea service. The laboratory test system used full size commercial flanges, bolts and seal rings to simulate

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Yasui, Hajime, Toshiyuki Sawa, and Youich Motegi. "Stress Analysis of Bolted Joints Using Hexagon Bolts With Flanges and Estimation of Axial Bolt Load." In ASME 1997 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/imece1997-1348.

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Abstract The contact stress distributions at the bearing surfaces between the bolt head with flange washer and clamped parts (hollow cylinder) are analyzed using axisymmetric theory of elasticity as a four-body contact problem. In the analysis, bolt head, flange washer and the bolt shaft are replaced with finite solid cylinders. In the numerical calculations, the effect of the dimensions of the flanges in hexagon bolts and the clamped parts (hollow cylinder) on the contact stress distributions are clarified. The contact stress distributions of bolted joints using hexagon bolts with flange wash

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Nadarajah, C. "A Parametric Study of ASME B16.5 Flanges Which Has Experienced Flange Face Corrosion." In ASME/JSME 2004 Pressure Vessels and Piping Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/pvp2004-2685.

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Weld neck flanges on piping systems are susceptible to flange face corrosion when they are exposed to corrosive environments. This paper examines the maximum amount of corrosion a weld neck flange face could tolerate without loosing structural integrity and hence the flange is fit for service. A parametric study using finite element method was used to examine the entire range of weld neck flanges listed in ASME B16.5 Code, Pipe Flanges and Flanged Fittings. From the study, a number of tables were developed limiting the amount of corrosion for the various classes and sizes of flanges.

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Kirkemo, Finn, and Przemyslaw Lutkiewicz. "Limit Loads of Bolted Flange Connections." In ASME 2021 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/pvp2021-62712.

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Abstract High-pressure applications such as process piping, pressure vessels, risers, pipelines, and subsea production systems use bolted flange connections. Design of flanged joints may be done by design by rules and design by analysis. This paper presents a design by rules method applicable for flanges designed for face-to-face make-up. Limit loads are used to calculate the structural capacity (resistance) of the flanges, bolts, and metallic seal rings. Designers can use the calculation method to size bolted flange connections and calculate the structural capacity of existing bolted flange c

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Seipp, Trevor G., Christopher Reichert, and Barry Messer. "Bolted Flange Joints Under External Moments: An Analysis Using the Compound Gasket Approach for Spiral Wound Gaskets." In ASME 2007 Pressure Vessels and Piping Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/pvp2007-26841.

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It is common to rate a piping system to its weakest component to maximize flexibility for future operations. In many situations, the bolted flange joint is the lowest rated component. Rating a system for its full flange rating reduces the flange’s capacity to carry external bending moments. In the past, moments on flanged joints have been evaluated by using the concept of equivalent pressure, first presented in the Kellogg Design of Piping Systems. Operating moments are converted to an equivalent pressure. This equivalent pressure is added to the design pressure and compared against a limit. A

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Mori, Masako, Akira Nebu, and Takashi Kanno. "Flange Tightening Evaluation Method for Flat Face Flange With Full Face Gasket." In ASME 2013 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/pvp2013-97581.

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Appropriate flange tightening methods for flat face flanges with full face gaskets are discussed to improve the sealing performance of the bolted flange joints and the workability of flange tightening work. In general, relatively larger tightening torque is required for a flat face flange with a full face gasket compared to the flange with a ring gasket when we calculate the required tightening torque based on the latest Non-mandatory Japanese Industrial Standard (JIS) evaluation method, “JIS B 2205-1991, Basis for calculation of pipe flanges”[1]. Especially, for the flat face flanges with lar

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Lutkiewicz, Przemyslaw, David Robertson, and Sam (Kwok Lun) Lee. "Subsea Flanges, Comparison Between Conventional API 6A Type 6BX Flange and SPO Compact Flange Designs." In ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21372.

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Abstract The API flange design is a well-known commonly used solution. The flange concept was developed in late 1920s and 1930s by Waters and Taylor. The design methodology of the flange was published in 1937[1], well known as the “Taylor Forge method”. This is still the basis of the present ASME flange calculation. The design is based on the simple elastic principles and linear stress analysis/calculations. The conventional flange type dimensions are described in API 6A [2] and analyzed in API 6AF [3] and 6AF2 [4]. On the other hand, the Compact Flange concept was presented first by Webjørn i

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Reports on the topic "Flange"

1

Fazeli, Fateh. PR-631-174506-R01 Substandard Properties in Pipeline Fittings and Flanges. Pipeline Research Council International, Inc. (PRCI), 2019. http://dx.doi.org/10.55274/r0011560.

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Some instances of substandard high yield (42-80 ksi) fittings and flanges have been reported over the past few years in Canada and the USA. In response, PRCI launched project MAT-7-1 to investigate some of the potential metallurgical causes of this issue. The main activities in this project included a survey of operators and manufacturers, a review of the scientific literature pertinent to the metallurgy of fittings and flanges, a critical review of the relevant MSS and CSA manufacturing standards, as well as a summary of proposed changes for MSS-SP-44 that have been recommended by API Sub Com

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Kane, S., A. Farland, R. Sabatini, and K. Warburton. RHIC Beam Tube-to-Flange Weld Evaluation. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/1119221.

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Ferrante, César A. O., Sebastião A. L. de Andrade, Luciano R. O. de Lima, and Pedro C. G. da S. Vellasco. BEHAVIOUR OF COMPOSITE BEAMS WITH EMBEDDED COMPRESSION FLANGE. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.116.

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Precechtel, D. R., and B. K. Schroeder. Multiport riser and flange assemblies acceptance test report. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/10185065.

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Kane, S., J. Koehler, R. Alforque, A. Farland, K. Warburton, and S. Mulhall. RHIC Dipole Beam Tube-to-End Flange Weld Evaluation. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/1119194.

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Steele, Susan. Point Load Tests and Flange Reinforcement in Double Tees. Precast/Prestressed Concrete Institute, 2006. http://dx.doi.org/10.15554/pci.rr.comp-013.

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Cannell, G. R. Closure Welding Design and Justification for Canister S00645 (Bent Flange). Office of Scientific and Technical Information (OSTI), 1998. http://dx.doi.org/10.2172/4838.

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Yeremian, A. Dian. Choke Flange for High Power RF Components Excited by TE01 Mode. Office of Scientific and Technical Information (OSTI), 2009. http://dx.doi.org/10.2172/969245.

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Ma, H. W., Y. Zhao, Z. Q. Wan, and J. Hu. PARAMETER OPTIMIZATION OF BEAM-COLUMN CONNECTIONS WITH EXPANDED FLANGE IN STEEL FRAMES. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.067.

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Daumeyer, G. J. Investigation of arc length versus flange thickness while using an arc voltage controller. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/10104494.

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