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Dissertations / Theses on the topic 'Hybrid stainless steel members'

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Published: 3 June 2025
Last updated: 31 July 2025

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1

Jaramillo, Fulvio E. "Axially loaded stainless steel compression members." Thesis, Available online, Georgia Institute of Technology, 2006, 2006. http://etd.gatech.edu/theses/available/etd-07102006-144943/.

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Thesis (M. S.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2007.<br>Leroy Z. Emkin, Committee Member ; Lawrence F. Kahn, Committee Member ; Abdul-Hamid Zureick, Committee Chair.
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2

Nip, Ka Ho. "Cyclic behaviour of carbon steel and stainless steel tubular members." Thesis, Imperial College London, 2009. http://hdl.handle.net/10044/1/42999.

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Concentrically braced frames are a common form of earthquake resistant structure. Performance of the structure is largely dependent on the ability of the key dissipative components, in this case the diagonal bracing members, to undergo significant inelastic deformations. Whilst many earlier studies have examined the hysteretic response of bracing members, comparatively less attention has been given to the ultimate behaviour and failure conditions. There are also significant uncertainties in existing models for predicting the ductility capacity of braces owing to their semi-empirical nature as
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3

Afshan, Sheida. "Structural behaviour of cold-formed stainless steel tubular members." Thesis, Imperial College London, 2013. http://hdl.handle.net/10044/1/23660.

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This thesis examines the behaviour of cold-formed stainless steel tubular structural members, with an emphasis on ferritic stainless steels. Owing to the high comparative expense of stainless steel relative to traditional carbon steel, this study aims to identify and develop means of utilising the material more efficiently. A comprehensive material test programme was carried out as part of an extensive study into the prediction of strength enhancements in cold-formed structural sections that arise during production. Material tests on a total of 51 flat coupons and 28 corner coupons, extracted
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4

Huang, Yun'er, and 黃韵兒. "Behaviour and design of cold-formed lean duplex stainless steel members." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hdl.handle.net/10722/195980.

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Cold-formed stainless steel sections have been increasingly used in architectural and structural applications. Yet the high price of stainless steel limits the application to construction projects. The lean duplex stainless steel (EN 1.4162) offers an opportunity for stainless steels to be used more widely due to its competitive in price, good mechanical properties and corrosion resistance. The lean duplex stainless steel is a relatively new material, and research on this material is limited. Currently, the lean duplex stainless steel is not covered in any design specification, and no design r
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5

Photiou, Nikolaos K. "Rehabilitation of steel members utilising hybrid FRP composite material systems." Thesis, University of Surrey, 2005. http://epubs.surrey.ac.uk/634/.

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6

Rasmussen, Kim J. R. "Stability of thin-walled structural members and systems." Thesis, The University of Sydney, 2017. http://hdl.handle.net/2123/18194.

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This DEng thesis consists of 83 articles containing research material on the stability of thin-walled structural members and systems with emphasis on metal structures. Metal structures are used widely in the construction industry. They include structural members and frames made from rolled and fabricated steel, cold-formed steel, stainless steel and aluminium. Common to these products is the desire to minimise the cross-sectional area to reduce weight and cost. Structural cross-sections are therefore thin-walled and prone to buckling, and an overriding consideration in the design of metal str
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7

Rizkalla, Natalie Sami. "Partial bonding and partial prestressing using stainless steel reinforcement for members prestressed with FRP." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0015/MQ53022.pdf.

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8

Keo, Pisey. "Non-linear analysis of steel-concrete hybrid members with application to stability design." Thesis, Rennes, INSA, 2015. http://www.theses.fr/2015ISAR0040/document.

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Le travail de cette thèse a pour but de développer des outils de simulation et une méthode de dimensionnement pour les poteaux hybrides soumis à des chargements combinés. La thèse est composée de 4 parties essentielles et comprend 6 chapitres. Dans la première partie, nous développons un élément fini poutre/poteau hybride élastique et l’interaction partielle avec matrice de raideur exacte. Cet élément fini découle de la solution analytique du système d'équations différentielles couplées obtenues en combinant les équations de champs (équilibre, cinématique et comportement). Les inconnues fondam
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9

Araba, Almahdi M. A. A. "Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars." Thesis, University of Bradford, 2017. http://hdl.handle.net/10454/16920.

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10

Reynolds, Nicholas A. "Behavior and design of concentrically loaded duplex stainless steel single equal-leg angle struts." Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/49074.

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Stainless steel has garnered attention as an alternative structural material to conventional carbon steel due to its corrosion resistance properties and aesthetic appearance. Of interest are single angles, which are frequently used in trusses, transmission towers, and as bracing diaphragms. When subjected to compression, knowledge concerning the behavior, analysis, and design of stainless steel single angles is very limited. This thesis addresses the behavior of duplex stainless steel single equal-leg angles subject to concentric compressive loading. Two complementary approaches are used
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11

Eilers, Michael G. Thiagarajan Ganesh. "Ductility behavior of concrete flexural members reinforced with a hybrid combination of GFRP and mild steel." Diss., UMK access, 2006.

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Thesis (M.S.)--School of Computing and Engineering. University of Missouri--Kansas City, 2006.<br>"A thesis in civil engineering." Typescript. Advisor: Ganesh Thiagarajan. Vita. Title from "catalog record" of the print edition Description based on contents viewed Oct. 30, 2007. Includes bibliographical references (leaves 70-71). Online version of the print edition.
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12

Tolunguc, Burcu. "Microstructural And Mechanical Characterization Of Duplex Stainless Steel Grade 2205 Joined By Hybrid Plasma And Gas Metal Arc Welding." Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614001/index.pdf.

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In the present study, the applicability of the hybrid plasma arc welding, in which a keyhole is responsible of deep penetration and a filler wire electrode supplies a high deposition rate, was examined. The microstructural evolutions in grade 2205 duplex stainless steel plates joined by keyhole and melt-in techniques were investigated. The specimens obtained from welded plates having thickness of 8 mm were examined via optical and scanning electron microscopy. Metallographic investigations were supported by X-ray diffraction and energy dispersed spectra analyses by characterizing the phases fo
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13

Stewart, Calvin. "A Hybrid Constitutive Model For Creep, Fatigue, And Creep-Fatigue Damage." Doctoral diss., University of Central Florida, 2013. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/6023.

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In the combustion zone of industrial- and aero- gas turbines, thermomechanical fatigue (TMF) is the dominant damage mechanism. Thermomechanical fatigue is a coupling of independent creep, fatigue, and oxidation damage mechanisms that interact and accelerate microstructural degradation. A mixture of intergranular cracking due to creep, transgranular cracking due to fatigue, and surface embrittlement due to oxidation is often observed in gas turbine components removed from service. The current maintenance scheme for gas turbines is to remove components from service when any criteria (elongation,
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14

"The strength of partially stiffened stainless steel compression members." Thesis, 2015. http://hdl.handle.net/10210/14327.

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M.Ing.<br>The instability of partially stiffened stainless steel compression members due to local buckling of the flange element or flange and lip interaction has not been studied before. In this investigation the critical local buckling and post-buckling behavior of cold-formed partially stiffened stainless steel compression elements are studied in order to determine the applicability of the current design specification ...
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15

Van, Wyk Albert Johannes. "Local buckling of partially stiffened stainless steel - type 304 compression members." Thesis, 2014. http://hdl.handle.net/10210/11747.

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M.Tech. (Civil Engineering)<br>The results of an investigation on the local buckling of cold-formed stainless steel compression sections arc presented in this dissertation. The stainless steel under consideration is AISI Type 304 Austenitic, manufactured by the South African based speciality steel producing company Middelburg Steel & Alloys. All sections were manufactured by press braking process. The purpose of this investigation was to study the critical buckling stress and buckling coefficient (k), of cold-formed, partially stiffened stainless steel compression elements in order to determin
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16

Cao, Jun. "Fiber reinforced composites/steel hybrid ship structures /." Diss., 2006. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:3215833.

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17

Hassan, Md Kamrul. "Behaviour of hybrid stainless-carbon steel composite beam-column joints." Thesis, 2016. http://hdl.handle.net/1959.7/uws:36079.

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Concrete-filled steel tubular (CFST) columns have been widely used in high-rise building structure due to its excellent structural properties such as high strength, high stiffness, high ductility and large energy absorption capacity. For this reason, the combined use of CFST columns and steel beams in composite building construction is increasing. Conventionally, welded connections are often used to connect steel beams to CFST columns. Such connections are very costly and also require on-site welding. In recent years, blind-bolted connections have been developed to simplify the in-situ install
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18

Lam, Dennis, and L. Gardner. "Design of Composite Stainless Steel Concrete Filled Columns." 2007. http://hdl.handle.net/10454/5571.

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No<br>This paper presents the behaviour and design of axially loaded concrete filled stainless steel circular and square hollow sections. The experimental investigation was Conducted using different concrete cube strengths varied from 30 to 100 MPa. The column strengths and load-axial shortening curves were evaluated. The study is limited to cross-section capacity and has not been validated at member level. Comparisons of the tests results together with other available results from the literature have been made with existing design methods for composite carbon steel sections-Eurocode 4 and ACI
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19

chen, Ching-Tsai, and 陳金財. "A Study on Electromagnetic Shielding Effectiveness of Stainless Steel Hybrid Fabrics." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/23987172708320211948.

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碩士<br>國立臺灣科技大學<br>纖維及高分子工程系<br>90<br>ABSTRACT This experiment adopts the monofilament and multifilament stainless steel for the main raw material, joined with cotton fiber and polyester fiber to manufacture the stainless steel composite yarn and the stainless steel blended yarn. The monofilament stainless steel composite yarns divided into several kinds, one is that the stainless steel joined with Ne20 cotton yarns to make three kind of composite yarns, that is the core yarn, the cover yarn and the fold yarn；Another is the fold yarn made of monofilament stainless steel and polyester
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20

Ho, Yu-leng, and 何宇龍. "A Study on Electromagnetic Shielding Effectiveness and electrostatic propensity of Stainless Steel Hybrid Fabrics." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/77u3wx.

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碩士<br>國立臺灣科技大學<br>高分子系<br>95<br>This experiment adopts the stainless steel fiber for the main raw material, joined with cotton fiber and polyester fiber and rayon fiber to manufacture the stainless steel composite yarn. Discussion the electromagnetic shielding effectiveness（EMSE） of different fiber and different content and different wave. The stainless steel/polyester blended yarns are spun with the ratios of 5%/95%, 10%/90%, and 20%/80%. Then these yarns were woven into plain weave and balanced twill weave and stain weave. Using a coaxing transmission equipment, the electromagnetic shielding
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