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Journal articles on the topic 'Hybrid stainless steel members'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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1

Le Bloa, Gaël, Hugues Somja, and Franck Palas. "Experimental Study on the Seismic Behaviour of an Innovative Hybrid Concrete Connection Used as Thermal Break System." Key Engineering Materials 711 (September 2016): 1019–26. http://dx.doi.org/10.4028/www.scientific.net/kem.711.1019.

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In Europe, the simultaneous introduction of new energy efficiency standards and majored seismic requirements has lead concrete constructors to find innovative solutions. In case of internal insulation, slab to wall connections have to be designed to maintain continuity of the insulation in structural connections while ensuring the transfer of shear forces from the slab to the wall. For this purpose, INGENOVA, a French civil engineering office, has developed a robust and ductile system, called SLABE®: stainless steel Z-shaped profiles are used as shear keys, creating an innovative hybrid concre

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2

Young, Ben, and Wibisono Hartono. "Compression Tests of Stainless Steel Tubular Members." Journal of Structural Engineering 128, no. 6 (2002): 754–61. http://dx.doi.org/10.1061/(asce)0733-9445(2002)128:6(754).

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3

Yamamoto, Toshihiko, Toru Yamaji, and Masakatsu Yamakawa. "Performance of Stainless Steel Reinforced Concrete Members." IABSE Symposium Report 86, no. 6 (2002): 68–76. http://dx.doi.org/10.2749/222137802796337134.

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4

Yu, Yufan. "Research on The Force Analysis and Application of Slender Stainless Steel Column Sections." Transactions on Engineering and Technology Research 4 (December 20, 2024): 351–57. https://doi.org/10.62051/vaq2r828.

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Stainless steel, as a green building material, has many advantages, including aesthetically pleasing shapes, good corrosion resistance, stable mechanical properties, long service life, low cost, and easy maintenance. It is often used in structural construction, such as buildings and infrastructure. One of the typical cross-sectional forms of stainless steel used in construction is the slender stainless steel section. Slender stainless steel columns have high strength, which is consistent with the high material hardness and obvious stress hardening characteristics of stainless steel. Therefore,

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5

Ozair, Huma, Muhammad Atiq Ur Rehman, Abrar H. Baluch, Khurram Yaqoob, Ibrahim Qazi, and Abdul Wadood. "Impact Energy Absorption Analysis of Shape Memory Hybrid Composites." Journal of Composites Science 6, no. 12 (2022): 365. http://dx.doi.org/10.3390/jcs6120365.

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Shape memory hybrid composites are hybrid structures with fiber-reinforced-polymer matrix materials. Shape memory wires due to shape memory/super-elastic properties exhibit a pseudo-elastic response with good damping/energy absorption capability. It is expected that the addition of shape memory wires in the glass-fiber-reinforced-polymer matrix composite (GFRP) will improve their mechanical and impact resistant properties. Stainless-steel wires are also expected to improve the impact resistance properties of GFRPs. In this research work, we investigated the effect of addition of shape memory w

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6

Islam, S. M. Zahurul, and Ben Young. "Lean Duplex Stainless Steel Tubular Members Strengthened with CFRP Plate Subjected to Web Crippling." Applied Mechanics and Materials 166-169 (May 2012): 1644–56. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.1644.

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Lean duplex stainless steel tubular members are relatively new grade of material. An experimental investigation of lean duplex stainless steel tubular members subjected to web crippling is presented in this paper. The test specimens were strengthened with adhesive bonded carbon fibre-reinforced polymer (CFRP). The web crippling tests were conducted under End-Two-Flange, Interior-Two-Flange, End-One-Flange and Interior-One-Flange loading conditions. A total of 38 web crippling tests was conducted. The investigation was mainly focused on the effects of web slenderness of lean duplex stainless st

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7

Yuan, Jian, and Zhinan Ou. "Research Progress and Engineering Applications of Stainless Steel-Reinforced Concrete Structures." Advances in Civil Engineering 2021 (September 14, 2021): 1–10. http://dx.doi.org/10.1155/2021/9228493.

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The durability of concrete structures can effectively be enhanced by using stainless steel rather than ordinary steel reinforcements under harsh service conditions. Because the basic mechanical properties and stress-strain relationship of stainless steel reinforcements obviously differ from those of ordinary steel reinforcements, the current design codes for reinforced concrete structures are not appropriate for stainless steel-reinforced concrete. On the basis of the research works reported in the past decades, this paper systematically summarizes and analyzes the mechanical properties and co

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8

Taheri, Hafez, George Charles Clifton, Ping Sha Dong, Michail Karpenko, Gary M. Raftery, and James B. P. Lim. "Seismic Tests of Welded Moment Resisting Connections Made of Laser-Welded Stainless Steel Sections." Key Engineering Materials 763 (February 2018): 440–49. http://dx.doi.org/10.4028/www.scientific.net/kem.763.440.

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Steel structures are well established as the preferred material for constructing seismic resisting systems in New Zealand and around the world. While the majority of steel framing is made of carbon steel, stainless steel is increasingly being considered for designing exposed steel structures. Because of significant differences in the mechanical properties between the two materials, seismic resisting system design rules for connections between carbon steel members may not be applicable, at least without modification, to connections between stainless steel members. This study has investigated th

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9

Arnedo, A., E. Mirambell, and E. Real. "Deformations of flexural members of austenitic stainless steel." Journal of Constructional Steel Research 46, no. 1-3 (1998): 456. http://dx.doi.org/10.1016/s0143-974x(98)00159-x.

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10

Jing, Xiaoyu, Ying Jiang, Penghu Deng, Dayang Wu, Lingxiao Jing, and Tonghua Zhang. "Space-structure-fabricated and Ni Film-deposited hybrid fabrics for enhanced electromagnetic interference shielding." Journal of Industrial Textiles 49, no. 5 (2018): 621–32. http://dx.doi.org/10.1177/1528083718792678.

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In this work, high-performance hybrid fabrics for electromagnetic interference-shielding were constructed via a novel approach of space-structure fabrication and Ni film deposition. First, the composite yarns containing stainless steel filaments and stainless steel staple fibers were weaved into fabric. Then, the surface of the fabric was coated with a Ni film by magnetic filtration cathodic vacuum arc deposition technology. Optical microscopy illustrated that stainless steel filaments and stainless steel staple fibers formed complex structures of conductive grids. Scanning electron microscopy

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11

Lahdenperä, M. "Thick‐film Hybrid Applications on Stainless Steel Baseplate." Microelectronics International 8, no. 3 (1991): 26–31. http://dx.doi.org/10.1108/eb044457.

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12

Bock, Marina, Michaela Gkantou, Marios Theofanous, Sheida Afshan, and Huanxin Yuan. "Ultimate behaviour of hybrid stainless steel cross-sections." Journal of Constructional Steel Research 210 (November 2023): 108081. http://dx.doi.org/10.1016/j.jcsr.2023.108081.

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13

Santos, João de Jesus dos, André Tenchini da Silva, Luciano Rodrigues Ornelas de Lima, Pedro Colmar Gonçalves da Silva Vellasco, Sebastião Arhur Lopes de Andrade, and José Guilherme Santos da Silva. "Numerical and experimental assessment of stainless and carbon bolted tensioned members with staggered bolts." Rem: Revista Escola de Minas 66, no. 2 (2013): 165–72. http://dx.doi.org/10.1590/s0370-44672013000200005.

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Current stainless steel design codes, like the Eurocode 3, part 1.4, (2006), are still largely based on analogies with carbon steel structural behavior. The net section rupture represents one of the ultimate limit states usually verified for structural elements submitted to normal tension stress. An investigation aiming to evaluate the tension capacity of carbon and stainless steel bolted structural elements was performed and in this article, the results are discussed and compared in terms of stress distribution, and force-displacement curves, among others. The result assessment was done by co

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14

Jandera, Michal, Denny Syamsuddin, and Bretislav Zidlicky. "Stainless Steel Beam-Columns Behaviour." Open Civil Engineering Journal 11, no. 1 (2017): 358–68. http://dx.doi.org/10.2174/1874149501711010358.

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There are several methods for considering the interaction between compression and bending for slender steel members. This is covered by the interaction formula and the general method, currently. For stainless steel, the structural design standards have been developed largely in-line and refer to carbon steel design guidelines. The current stainless steel interaction formula of axial force and bending moment given in EN 1993-1-4 was derived on limited results available. On the other hand, the general method may be used without any change for stainless steel according to the Eurocode despite the

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15

Masalski, Jan, Urszula Wawrzaszek, Marek J. Potrzebowski, et al. "Solid State NMR and EIS Examination of SiO₂-Epoxy Hybrid Coatings on Stainless Steel." Solid State Phenomena 227 (January 2015): 131–34. http://dx.doi.org/10.4028/www.scientific.net/ssp.227.131.

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Sol-gel SiO2 and hybrid films were deposited on 316L stainless steel by the dip process. Epoxy bisglycidyl hydroquinone (EBH) was used as an organic component in hybrid films. Both coatings were uniform and homogeneous and displayed good adhesion to the substrates. The thickness of hybrid coatings was greater than that of SiO2 coatings. Thermal condition preparation has significant influence on spectroscopic properties of samples. These features are due to changes of morphology of epoxy-silica hybrid compared to unmodified silica-gels and are related to decomposition at higher temperature. The

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16

KUWAMURA, Hitoshi, and Taichi KATO. "LOCAL BUCKLING OF CHROMIUM STAINLESS STEEL COMPRESSIVE MEMBERS : Study on light-weight stainless steel structures Part 5." Journal of Structural and Construction Engineering (Transactions of AIJ) 69, no. 582 (2004): 163–70. http://dx.doi.org/10.3130/aijs.69.163_1.

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17

Zhou, Feng, and Ben Young. "Tests of cold-formed stainless steel tubular flexural members." Thin-Walled Structures 43, no. 9 (2005): 1325–37. http://dx.doi.org/10.1016/j.tws.2005.06.005.

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18

Hradil, Petr, Ludovic Fülöp, and Asko Talja. "Global stability of thin-walled ferritic stainless steel members." Thin-Walled Structures 61 (December 2012): 106–14. http://dx.doi.org/10.1016/j.tws.2012.05.006.

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19

Liu, Y., and B. Young. "Buckling of stainless steel square hollow section compression members." Journal of Constructional Steel Research 59, no. 2 (2003): 165–77. http://dx.doi.org/10.1016/s0143-974x(02)00031-7.

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20

van den Berg, G. J. "The behaviour of cold-formed stainless steel structural members." Journal of Constructional Steel Research 46, no. 1-3 (1998): 463. http://dx.doi.org/10.1016/s0143-974x(98)00034-0.

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21

Becque, Jurgen, Maura Lecce, and Kim J. R. Rasmussen. "The direct strength method for stainless steel compression members." Journal of Constructional Steel Research 64, no. 11 (2008): 1231–38. http://dx.doi.org/10.1016/j.jcsr.2008.07.007.

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22

O′Brien, Caitlin, and Arash Zaghi. "Mechanical Characteristics of Hybrid Composites with ±45° Glass and 0°/90° Stainless Steel Fibers." Materials 11, no. 8 (2018): 1355. http://dx.doi.org/10.3390/ma11081355.

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Lack of energy dissipation is one of the shortcomings of conventional glass fiber reinforced composites. The addition of steel fibers to the conventional FRP composite to create a hybrid composite has been recently investigated as an option to address this limitation. The current literature is limited to composites reinforced with metal and non-metal fibers of the same alignment. In this study, hybrid and nonhybrid FRP composites of different layups, fiber content, and weave type were manufactured and subjected to hysteretic tensile loads. Woven glass fabrics in ±45° orientation were hybridize

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23

Behzadi‐Sofiani, Behnam, M. Ahmer Wadee, and Leroy Gardner. "Major‐axis buckling of pin‐ended stainless steel equal‐leg angle section members: FE modelling and design." ce/papers 6, no. 3-4 (2023): 2625–30. http://dx.doi.org/10.1002/cepa.2290.

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AbstractThe behaviour and design of cylindrically‐pinned stainless steel equal‐leg angle section members under compression and compression combined with strong‐axis bending are investigated herein. Numerical models are developed by means of shell finite element modelling formulated within ABAQUS and validated against experimental data. A numerical parametric study is then presented considering both hot‐rolled and cold‐formed stainless steel equal‐leg angle section columns alongside beam‐columns with a wide range of cross‐section and member geometries. Finally, new design proposals for pin‐ende

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24

Nguyen, Chien, Emil Svoboda, Jan Sedlacek, Josef Sedlak, Ales Polzer, and Petra Sliwkova. "Effects of Hybrid Surface Treatment Composed of Plasma Nitriding and CrN Coating on Friction-Wear Properties of Stainless Steel." ECS Transactions 105, no. 1 (2021): 309–18. http://dx.doi.org/10.1149/10501.0309ecst.

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This study was conducted to investigate the effect of hybrid surface treatment composed of plasma nitriding (PN) and chromium nitride (CrN) coating on the friction-wear properties, the adhesion strength of AISI 316L stainless steel. The CrN coatings with the thickness of 1.0 µm and 2.2 µm were formed on the surfaces of both substrates with plasma nitriding (PN/CrN coating) and without plasma nitriding (CrN coating). The plasma nitriding, CrN coatings, and the hybrid treatment improved markedly the friction-wear properties of the stainless steel. The plasma nitriding generated a hardened layer

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25

Berestovskyi, D., and N. P. Hung. "Hybrid Fabrication of Stainless Steel Channels for Microfluidic Application." Advanced Materials Research 1115 (July 2015): 33–36. http://dx.doi.org/10.4028/www.scientific.net/amr.1115.33.

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This research develops a hybrid micromanufacturing technique by combining micromilling and electrochemical micropolishing to fabricate extremely smooth surface finish, high aspect ratio, and complex microchannel patterns. Milling with coated and uncoated ball-end micromills in minimum quantity lubrication is used to remove most materials to define a channel pattern. The milled channels are then electrochemically polished to required finish. A theoretical model accurately predicts surface finish in meso-scale milling, but not in micro-scale milling due to size effect. Electrochemical polishing

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26

Turyk, E., M. Banasik, S. Stano, and M. Urbanchyk. "Peculiarities of hybrid laser-arc welding of stainless steel." Paton Welding Journal 2019, no. 10 (2019): 41–47. http://dx.doi.org/10.15407/tpwj2019.10.06.

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27

Nozawa, Jun-ichi, Junko Suda, Azizul Helmi Bin Sofian, et al. "Tribology of polymer injection-molded stainless steel hybrid gear." Wear 266, no. 7-8 (2009): 639–45. http://dx.doi.org/10.1016/j.wear.2008.08.003.

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28

Caselis, J. L. Varela, E. Rubio Rosas, and V. M. Castaño Meneses. "Hybrid PMMA–silica anticorrosive coatings for stainless steel 316L." Corrosion Engineering, Science and Technology 47, no. 2 (2012): 131–37. http://dx.doi.org/10.1179/1743278211y.0000000035.

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29

Sotelo, Luz D., Haitham Hadidi, Cody S. Pratt, Michael P. Sealy, and Joseph A. Turner. "Ultrasonic mapping of hybrid additively manufactured 420 stainless steel." Ultrasonics 110 (February 2021): 106269. http://dx.doi.org/10.1016/j.ultras.2020.106269.

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30

Turyk, E., M. Banasik, S. Stano, and M. Urbanchyk. "Peculiarities of hybrid laser-arc welding of stainless steel." Avtomatičeskaâ svarka (Kiev) 2019, no. 10 (2019): 47–53. http://dx.doi.org/10.15407/as2019.10.06.

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31

Arrais, Flávio, and Michal Jandera. "General method for I‐section stainless steel beam‐columns." ce/papers 6, no. 3-4 (2023): 2671–76. http://dx.doi.org/10.1002/cepa.2429.

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AbstractA significant progress in the development of stainless steel design procedures which were implemented also in new design standards proposals, prEN 1993‐1‐4:2021 and AISI 370‐21, has been going on in the last 15 years. For compressed members, buckling curves were revised and beam‐column interaction formulas were published for hollow and open sections. Buckling curve was significantly improved for double‐symmetrical I section beams. The Continuous Strength Method was introduced in the code. Also, a verification procedure using a plastic global analysis was developed and implemented in de

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32

Nasr-Esfahani, Mojtaba, Mehdi Pourriahi, Abolfazl Motalebi, and Mahmoud Zendehdel. "Improvement of the corrosion performance of 304L stainless steel by a nanostructure hybrid coating/henna extract." Anti-Corrosion Methods and Materials 61, no. 1 (2013): 1–9. http://dx.doi.org/10.1108/acmm-12-2012-1229.

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Purpose – The purpose of this investigation was to study the corrosion protection and structural characteristics of a hybrid organic-inorganic thin film preloaded with green corrosion inhibitor for anticorrosive protection of stainless steel 304L. Design/methodology/approach – An ethanol solution of the polymerized 3-methacryloxypropyltrimethoxysilan and tetraethylorthosilicate was mixed with henna extract to give homogeneous sols. The morphology, composition and adhesion of hybrid sol-gel coatings were examined by SEM, EDX and pull-off tests, respectively. The surface chemistry of the hybrid

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33

Arrais, Flávio, Nuno Lopes, and Paulo Vila Real. "Numerical study of fire resistance of stainless steel circular hollow section columns." Journal of Fire Sciences 38, no. 2 (2020): 156–72. http://dx.doi.org/10.1177/0734904119888823.

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Stainless steel has countless desirable characteristics for a structural material. Although initially more expensive than conventional carbon steel, stainless steel structures can be competitive due to their smaller need for fire protection material and lower life-cycle cost, thus contributing to a more sustainable construction. The most common stainless steel groups used in structural applications are the austenitic, ferritic and austenitic–ferritic (also known as Duplex grades). This work presents a numerical study on the behaviour of stainless steel circular hollow section members under axi

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34

Kumar, J. Jagadesh, G. Diwakar, and Vaddi Venkata Satyanarayana. "Impact of High-Velocity Oxy-Fuel ZrO2 Coating on Corrosion Resistance and Fatigue Life of AISI 316L Austenitic Stainless Steel." Advances in Materials Science and Engineering 2019 (July 30, 2019): 1–9. http://dx.doi.org/10.1155/2019/5719694.

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Purpose. The purpose of this research paper is to investigate the corrosion and fatigue life of AISI 316L austenitic stainless steel in the absence and presence of high-velocity oxy-fuel ZrO2 coating. Design/Methodology/Approach. AISI 316L austenitic stainless steel is chosen for the investigation, keeping in mind, its widespread usage in naval and marine applications where the members are exposed to corrosive sea water environment. ZrO2 coating is a popular surface treatment provided to mechanical members to improve their corrosion resistance. Being a refractory material, ZrO2 inhibits the co

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35

Anwer, Abdul, Nishat Khan, Mohammad Umar, Mohd Rafatullah, and Mohammad Khan. "Electrodeposited Hybrid Biocathode-Based CO2 Reduction via Microbial Electro-Catalysis to Biofuels." Membranes 11, no. 3 (2021): 223. http://dx.doi.org/10.3390/membranes11030223.

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Microbial electrosynthesis is a new approach to converting C1 carbon (CO2) to more complex carbon-based products. In the present study, CO2, a potential greenhouse gas, was used as a sole carbon source and reduced to value-added chemicals (acetate, ethanol) with the help of bioelectrochemical reduction in microbial electrosynthesis systems (MES). The performance of MES was studied with varying electrode materials (carbon felt, stainless steel, and cobalt electrodeposited carbon felt). The MES performance was assessed in terms of acetic acid and ethanol production with the help of gas chromatog

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36

Xie, Wen-Chao, and Yong Ye. "Finite Element Analysis and Calculation Method of Concrete-Filled Stainless Steel Tubes under Eccentric Tension." Buildings 13, no. 11 (2023): 2757. http://dx.doi.org/10.3390/buildings13112757.

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Concrete-filled stainless steel tubes (CFSST) could be used as structural members in corrosion-prone environments. A detailed numerical investigation of the mechanical performance and calculation method of CFSST members under eccentric tension is carried out in this paper. A finite element analysis (FEA) model that adopts three-dimensional elements is established, and related experimental results of CFSST and conventional concrete-filled carbon steel tubes (CFST) subjected to tension are used to validate the FEA model. Then, the calibrated FEA model is used to investigate the performance of CF

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37

Sarfarazi, Sina, Rabee Shamass, Ida Mascolo, Gaetano Della Corte, and Federico Guarracino. "Some Considerations on the Behaviour of Bolted Stainless-Steel Beam-to-Column Connections: A Simplified Analytical Approach." Metals 13, no. 4 (2023): 753. http://dx.doi.org/10.3390/met13040753.

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Stainless-steel has proven to be a first-class material with unique mechanical properties for a variety of applications in the building and construction industry. High ductility, strain hardening, durability and aesthetic appeal are only a few of them. From a specific point of view, its nonlinear stress–strain behaviour appears capable of providing a significant increase in the rotational capacity of stainless-steel connections. This, in turn, may provide significant benefits for the overall response of a structure in terms of capacity and ductility. However, the bulk of the research on stainl

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38

González-de-León, Isabel, Elide Nastri, Itsaso Arrayago, Rosario Montuori, Vincenzo Piluso, and Esther Real. "Experimental study on stainless steel tubular members under cyclic loading." Thin-Walled Structures 181 (December 2022): 109969. http://dx.doi.org/10.1016/j.tws.2022.109969.

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39

Rabi, Musab, Rabee Shamass, and K. A. Cashell. "Structural performance of stainless steel reinforced concrete members: A review." Construction and Building Materials 325 (March 2022): 126673. http://dx.doi.org/10.1016/j.conbuildmat.2022.126673.

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40

Rasmussen, K. J. R., and G. J. Hancock. "Design of Cold‐Formed Stainless Steel Tubular Members. I: Columns." Journal of Structural Engineering 119, no. 8 (1993): 2349–67. http://dx.doi.org/10.1061/(asce)0733-9445(1993)119:8(2349).

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Rasmussen, K. J. R., and G. J. Hancock. "Design of Cold‐Formed Stainless Steel Tubular Members. II: Beams." Journal of Structural Engineering 119, no. 8 (1993): 2368–86. http://dx.doi.org/10.1061/(asce)0733-9445(1993)119:8(2368).

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42

Young, Ben, and Wing-Man Lui. "Tests of cold-formed high strength stainless steel compression members." Thin-Walled Structures 44, no. 2 (2006): 224–34. http://dx.doi.org/10.1016/j.tws.2006.01.006.

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43

Ahmed, Shameem, and Mahmud Ashraf. "Numerical investigation on buckling resistance of stainless steel hollow members." Journal of Constructional Steel Research 136 (September 2017): 193–203. http://dx.doi.org/10.1016/j.jcsr.2017.05.017.

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44

Theofanous, M., T. M. Chan, and L. Gardner. "Structural response of stainless steel oval hollow section compression members." Engineering Structures 31, no. 4 (2009): 922–34. http://dx.doi.org/10.1016/j.engstruct.2008.12.002.

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45

Greiner, R., and M. Kettler. "Interaction of bending and axial compression of stainless steel members." Journal of Constructional Steel Research 64, no. 11 (2008): 1217–24. http://dx.doi.org/10.1016/j.jcsr.2008.05.008.

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46

Židlický, Břetislav, and Michal Jandera. "05.04: Combined loading of slender stainless steel SHS/RHS members." ce/papers 1, no. 2-3 (2017): 1048–55. http://dx.doi.org/10.1002/cepa.145.

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47

PICHAL, Radek, and Josef MACHACEK. "BUCKLING AND POST-BUCKLING OF PRESTRESSED STAINLESS STEEL STAYED COLUMNS." Engineering Structures and Technologies 9, no. 2 (2017): 63–69. http://dx.doi.org/10.3846/2029882x.2016.1277169.

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Prestressed stayed compression members are frequently required as very slender load-bearing structural components by both investors and architects. Behavior of these members depends on their geometrical and material properties, prestressing and boundary conditions. In the paper are discussed respective critical buckling loads and post-buckling paths with regards to 2D and 3D GMNIA (geometrically and materially nonlinear analysis with imperfections) using ANSYS software. Former tests and recent detailed analyses of other authors are commented with respect to the 3D analysis, level of imperfecti

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48

Katayama, Seiji, Yasuaki Naito, Satoru Uchiumi, and Masami Mizutani. "Laser-Arc Hybrid Welding." Solid State Phenomena 127 (September 2007): 295–300. http://dx.doi.org/10.4028/www.scientific.net/ssp.127.295.

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Hybrid welding of stainless steels or aluminum alloys was performed using the heat sources of YAG laser and TIG, or YAG laser and MIG, respectively. The effects of welding conditions and melt flows on penetration depth, weld bead geometry and bubble/porosity formation were investigated with X-ray transmission real-time observation method. A great effect of melt flows on penetration depth and weld geometry was consequently confirmed. Concerning porosity suppression in YAG-TIG hybrid welding of stainless steel, no bubble generation was attributed to no porosity formation. On the other hand, it w

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49

Gupta, D., and A. K. Sharma. "Copper coating on austenitic stainless steel using microwave hybrid heating." Proceedings of the Institution of Mechanical Engineers, Part E: Journal of Process Mechanical Engineering 226, no. 2 (2011): 132–41. http://dx.doi.org/10.1177/0954408911414652.

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50

Lalthazuala, Ricky, and Konjengbam Darunkumar Singh. "Structural performance of hybrid stainless steel plate girders under shear." Thin-Walled Structures 143 (October 2019): 106214. http://dx.doi.org/10.1016/j.tws.2019.106214.

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