Relevant bibliographies by topics / Electroslag welding

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

Academic literature on the topic 'Electroslag welding'

Author: Grafiati
Published: 4 June 2021
Last updated: 19 February 2022

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Journal articles on the topic "Electroslag welding"

1

Yamaguchi, Masami. "Welding Consumables and Procedures for Electroslag Welding." Journal of the Japan Welding Society 66, no. 4 (1997): 279–83. http://dx.doi.org/10.2207/qjjws1943.66.279.

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Yushchenko, K. A., I. I. Lychko, S. M. Kozulin, A. A. Fomakin, and I. S. Nesena. "Application of electroslag welding in construction." Paton Welding Journal 2018, no. 9 (September 28, 2018): 23–27. http://dx.doi.org/10.15407/tpwj2018.09.05.

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Tilgner, E. "Electroslag welding of fillet welds." Welding International 2, no. 6 (January 1988): 561–65. http://dx.doi.org/10.1080/09507118809447522.

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Shapovalov, K. P., V. A. Belinsky, A. E. Merzlyakov, S. N. Kosinov, K. A. Yushchenko, I. I. Lychko, and S. M. Kozulin. "Electroslag welding of large-sized press frame." Paton Welding Journal 2016, no. 8 (August 28, 2016): 36–39. http://dx.doi.org/10.15407/tpwj2016.08.07.

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Yushchenko, K. A., I. I. Lychko, S. M. Kozulin, A. A. Fomakin, and I. S. Nesena. "Application of electroslag welding in construction." Avtomatičeskaâ svarka (Kiev) 2018, no. 9 (September 28, 2018): 29–34. http://dx.doi.org/10.15407/as2018.09.05.

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Yushchenko, K. A., S. M. Kozulin, I. I. Lychko, and M. G. Kozulin. "Joining of thick metal by multipass electroslag welding." Paton Welding Journal 2014, no. 9 (September 28, 2014): 30–33. http://dx.doi.org/10.15407/tpwj2014.09.04.

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Nagano, Kyoichi, Eitaro Kakimoto, Yukiyoshi Kitamura, and Nobutaka Yurioka. "Reaction mechanism of hydrogen in electroslag welding." QUARTERLY JOURNAL OF THE JAPAN WELDING SOCIETY 3, no. 4 (1985): 751–57. http://dx.doi.org/10.2207/qjjws.3.751.

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Shapovalov, K. P., V. A. Belinsky, A. E. Merzlyakov, S. N. Kosinov, K. A. Yushchenko, I. I. Lychko, and S. M. Kozulin. "Electroslag welding of large-sized press frame." Автоматическая сварка 2016, no. 8 (August 28, 2016): 43–46. http://dx.doi.org/10.15407/as2016.08.07.

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9

Yakushin, B. F., and L. F. Bashev. "Controlling the primary structure in electroslag welding." Welding International 4, no. 11 (January 1990): 890–92. http://dx.doi.org/10.1080/09507119009452203.

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Shapovalov, K. P., V. A. Belinsky, S. N. Kosinov, S. N. Litvinenko, K. A. Yushchenko, I. I. Lychko, and S. M. Kozulin. "Manufacturing large-sized beds by consumable-nozzle electroslag welding." Paton Welding Journal 2015, no. 9 (September 28, 2015): 50–52. http://dx.doi.org/10.15407/tpwj2015.09.08.

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Dissertations / Theses on the topic "Electroslag welding"

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Ann, Hee-Sung. "Solidification study and improved structural integrity of electroslag welds. /." Full text open access at:, 1987. http://content.ohsu.edu/u?/etd,145.

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Chen, Sin-Jang. "Fundamental study of joining titanium alloys using electroslag technology /." Full text open access at:, 1991. http://content.ohsu.edu/u?/etd,266.

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Yu, Dawei. "Welding metallurgy and toughness improvement for mild and low-alloyed steel electroslag weldments /." Full text open access at:, 1988. http://content.ohsu.edu/u?/etd,164.

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Liang, Yu-Chen, and 梁宇宸. "The Effect of Electroslag Welding on Performance of Box column Plates." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/77871565915602748800.

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Abstract:
博士
國立臺灣科技大學
營建工程系
100
The effects of electro slag welding (ESW) on the material properties of box column plates, which is ASTM A992 and CNS SN490B steel, were investigated experimentally and numerically. The material properties of the column plates before and after ESW were evaluated by macro-etching observation, micro-structural observation, and Charpy-V Notch(CVN) impact tests. The temperature distribution of the column plates, with the ESW heat cycle as the heat input, was simulated by using the ANSYS FEM software. It was found that: (1) The CVN values in the through thickness direction of the base metal can be as low as 14J, 8.1J, and 8.1J at 0℃ for A992, and 22J, 18J, and 13J at 0℃ for SN490B, plate thicknesses are 32mm, 40mm, and 50mm respectively; (2) During the ESW process, the measured peak temperature for a 25×50mm column plate surface was as high as 1033, 880 and 744 ℃ for plate thicknesses of 32, 40 and, 50mm respectively; (3) After the ESW heat cycle, the through thickness CVN value decreased by 60%~68% for the coarse grain heat affected zone (HAZ) of the column pate; (4) The FEM thermal conduction model developed was able to simulate the temperature distribution of the steel plate during the ESW process with reasonable accuracy; (5) To avoid welding penetration due to ESW, a minimum plate thickness is suggested; (6) The impact of ESW heat cycle is more significant for thin column plates compared to thick ones.
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Chin, Chih-Kuang, and 覃志光. "Seismic performance of SM570M-CHW steel beam-to-column joints with eccentricity among electroslag welding, diaphragm and beam flange alignment." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/fwy5m8.

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碩士
國立臺灣大學
土木工程學研究所
105
Tall buildings are getting taller and taller in the mega cities all over the globe. The need of using SM570M-CHW high-strength steel for building constructions in Taiwan is increasing. In order to transfer the beam moment, diaphragms at the beam flange elevations are often welded into the built-up box column using the electro-slag welding (ESW). However, the elevations of the diaphragm, the ESW and the beam flange may not be perfectly aligned. This could be caused by the fabrication error or the slight difference of the depths of two beams framing into the column. The misalignment in beam flange and diaphragm, with or without the eccentricity of ESW, may lead to the brittle fracture due to stress concentrations near the ESW to column flange heat affected zone (HAZ). This study uses the damage prediction model proposed by Kanvinde and Deierlein to investigate the damage potential of ESW component specimens using SM570M-CHW steel with the eccentricity between the beam flange and the ESW. The Abaqus model analysis results are compared with the experiment observations. The ESW component was constructed from a SM570M-CHW steel 500×500×28mm box column with 200×28mm beam flanges. The ESW eccentricity was measured using ultrasonic tests (UT), specimens with various eccentricities between the beam flange and the diaphragm were constructed. The damage prediction models are applied to predict the critical strength and displacement of the ESW components test results. Experiment and analysis results suggest that the eccentricity between the beam and the diaphragm must be no greater than three fourth of the column flange thickness in order to prevent the brittle fracture at the HAZ. The analytical results with varying column thickness indicate that increasing the column flange thickness reduces the abovementioned fracture potential effectively.
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Books on the topic "Electroslag welding"

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Lovejoy, Steven C. A fitness-for-purpose evaluation of electro-slag flange butt welds: Final report. Salem, OR: Oregon Dept. of Transportation, Research Group, 2002.

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Lovejoy, Steven C. A fitness-for-purpose evaluation of electro-slag flange butt welds: Final report. Salem, OR: Oregon Dept. of Transportation, Research Group, 2002.

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I, Sushchuk-Sli͡u︡sarenko I., and Instytut elektrozvari͡u︡vanni͡a︡ im. I͡E︡.O. Patona., eds. Ėlektroshlakovai͡a︡ svarka i naplavka v remontnykh rabotakh. Kiev: Nauk. dumka, 1989.

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American Welding Society. Specification for Carbon & Low Alloy Steel Electrodes & Fluxes for Electroslag Welding (A5.25-91) (Aws). American Welding Society, 1991.

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Book chapters on the topic "Electroslag welding"

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Park, Chul Sung, Young Soo Ryu, and Jeong Soo Lee. "A Study of Electroslag Welding Process for Special Welding Joint with Thick Plate." In Advanced Materials Research, 495–98. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-463-4.495.

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Leroux, Bertrand. "Electroslag Welding (ESW): A New Option for Smelters to Weld Aluminum Bus Bars." In Light Metals 2015, 837–42. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781119093435.ch141.

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Leroux, Bertrand. "ELECTROSLAG WELDING (ESW): A New Option for Smelters to Weld Aluminum Bus Bars." In Light Metals 2015, 837–42. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-48248-4_141.

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"Electroslag Welding (ESW)." In Health and Safety in Welding and Allied Processes, Fifth Edition. CRC Press, 2002. http://dx.doi.org/10.1201/9781439823149.ch13.

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Blunt, Jane, and Nigel C. Balchin. "Electroslag Welding (ESW)." In Health and Safety in Welding and Allied Processes, 138–40. Elsevier, 2002. http://dx.doi.org/10.1533/9781855737488.2.138.

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"Electroslag and Electrogas Welding[1]." In Welding Fundamentals and Processes, 365–79. ASM International, 2011. http://dx.doi.org/10.31399/asm.hb.v06a.a0005591.

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"Electroslag and Electrogas Welding[1][2]." In Welding, Brazing and Soldering, 270–80. ASM International, 1993. http://dx.doi.org/10.31399/asm.hb.v06.a0001371.

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Conference papers on the topic "Electroslag welding"

1

Consonni, M., F. Maggioni, and F. Brioschi. "Electroslag Strip Cladding of Steam Generators With Alloy 690." In 14th International Conference on Nuclear Engineering. ASMEDC, 2006. http://dx.doi.org/10.1115/icone14-89434.

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The present paper details the results of electroslag cladding and tube-to-tubesheet welding qualification tests conducted by Ansaldo-Camozzi ESC with Alloy 690 (Alloy 52 filler metal) on steel for nuclear power stations’ steam generators shell, tubesheet and head; the possibility of submerged arc cladding on first layer was also considered. Test results, in terms of chemical analysis, mechanical properties and microstructure are reproducible and confidently applicable to production cladding and show that electroslag process can be used for Alloy 52 cladding with exceptionally stable and regular operation and high productivity. The application of submerged arc cladding process to the first layer leads to a higher base metal dilution, which should be avoided. Moreover, though the heat affected zone is deeper with electroslag cladding, in both cases no coarsened grain zone is found due to recrystallisation effect of second cladding layer. Finally, the application of electroslag process to cladding of Alloy 52 with modified chemical composition, was proved to be highly beneficial as it strongly reduces hot cracking sensitivity, which is typical of submerged arc cladded Alloy 52, both during tube-to-tubesheet welding and first re-welding.
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Francisco Carlos Albuquerque Madalena, Camila Pereira Alvaraes, Luis Felipe Guimarães de Souza, Jorge Carlos Ferreira Jorge, and Leonardo Sales Araujo. "MECHANICAL AND MICROSTRUCTURAL PROPERTIES OF THE INCONEL 625 ALLOY WELD OVERLAYS OBTAINED BY ELECTROSLAG WELDING PROCESS." In 23rd ABCM International Congress of Mechanical Engineering. Rio de Janeiro, Brazil: ABCM Brazilian Society of Mechanical Sciences and Engineering, 2015. http://dx.doi.org/10.20906/cps/cob-2015-0592.

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Reichel, Thilo, Jochem Beissel, Vitaliy Pavlyk, and Gernot Heigl. "Production of Metallurgically Cladded Pipes for High End Applications in the Oil and Gas Industry." In ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/omae2008-57311.

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The paper describes the different industrially used options to produce a clad pipe and explains in detail the manufacture of metallurgically cladded pipes starting with the production of roll bonded plates. In plate manufacturing the advantages as well as the limitations of thermo-mechanical (TM) rolling are discussed. The TM-technology is shown to improve weldability, HIC-resistance, strength and toughness properties of the carbon steel section of the pipe. Moreover, it also improves corrosion resistance of the CRA layer. The pipe manufacturing procedure, which involves two welding technologies for longitudinal welds is described. The carbon steel parts of the pipe are joined using double-sided multi-pass Submerged-Arc-Welding (SAW). The single-pass Electroslag-Welding (ESW) is subsequently used for recladding of the CRA layer. The multi-pass SAW results in excellent mechanical properties of the weld joint, whereas the ESW technique ensures low dilution of CRA with the carbon steel, a smooth weld bead shape and a high corrosion resistance of the deposited layer. With the aid of thermodynamic modeling and numerical simulations it is shown, that the high corrosion resistance is promoted by an intensive mixing within the ESW weld pool and relatively low segregation level of Cr and Mo during solidification. Furthermore, FEM analysis is applied to examine the plastic deformation and residual stresses distribution in the pipe during forming, welding and final calibration. The obtained information assists in optimization of manufacturing procedure, and can also be included in prediction of resulting pipe fatigue during operation.
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Liu, Yu, Tao Han, Yezheng Li, Zhanghua Yin, Peng Zhu, Lijun Yan, and Qiang Li. "Development of Large Diameter Heavy Wall Seamless Tee Fitting of WPHY-80 Grade for Low Temperature Pipeline Station Application." In 2018 12th International Pipeline Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/ipc2018-78748.

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This paper describes the development of large diameter heavy wall seamless tee fitting of WPHY-80 grade for low temperature pipeline station application. Steel tees with thicker wall generally tend to have low fracture toughness either in pipe body or in weld joint and low weldability. Therefore, improvement of fracture toughness and weldability are particularly important with respect to development of higher strength and thicker wall seamless tee fittings. For the requirement of the China-Russia Eastern Gas Pipeline Project, WPHY-80 large diameter, seamless heavy wall reducing outlet tees were developed, with DN1400 × DN1200 and 57mm wall thickness. The billet steel production process was electroslag remelting (ESR), and the tee fitting production process used a forging and hot extrusion combination. Finally, quenching and tempering were carried out. In this paper, the mechanical properties and microstructure of WPHY-80 seamless tee were studied. The results of mechanical testing showed that the tensile yield strength of the tee body was more than 590 MPa and also provided excellent low temperature toughness (CVN > 200 J at −45°C), which met the requirements of the specification for fittings applied in the China-Russia Eastern Gas Pipeline Project. In addition, the results of welding procedure qualification showed that the welding performance of the WPHY-80 seamless tee was excellent.
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Brumovsky, Milan, and Antonio Ballesteros. "Application of Master Curve Approach to WWER-1000 RPV Materials." In ASME 2002 Pressure Vessels and Piping Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/pvp2002-1340.

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Part of the IRLA (International Residual Life Assessment) project was concentrated on a detailed analysis of existing and available fracture toughness data of WWER-1000 (Water-Water-Energetical-Reactor) reactor pressure vessel materials – steel 15Kh2NMFA (Ni-Cr-Mo-V) type and its welding metals. A wide database of standard fracture toughness data from testing specimens with thicknesses between 10 and 150 mm were collected. Together, 34 different materials were tested – 20 base metals of 15Kh2NMFA(A) grade and 14 weld metals — 11 of SAW (submerged arc weld) type welds (4 welds with 08KhGNMTA grade wire, 4 welds with 10KhGNMAA grade wire and 3 welds with 12Kh2NMAA grade wire; weld with narrow gap, U-groove as well as V-groove technologies were prepared), 1 of EAW (electroslag automatic weld) with 16KhNMFA type wire and finally 2 SMAW welds (manual arc weld) with RT-45A and RT-45B electrodes, respectively. Altogether, this database contains 398 static fracture toughness data from base metals and 121 from weld metals – KIC or KJC types in accordance on testing conditions. This database was primarily analysed with respect to design fracture toughness curves given in WWER standards. Then, data were re-calculated in accordance with the “Master Curve” approach and results were compared with these requirements. Comparison of standard “design fracture toughness” and “Master” curves are presented.
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