Academic literature on the topic 'Stainless Steel Columns'
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Journal articles on the topic "Stainless Steel Columns"
Zhang, Guo Xue, Chang Wei Wang, and Zhi Hao Zhang. "Strength Degradation and Energy Dissipation of Stainless Steel Reinforced Concrete Columns." Applied Mechanics and Materials 90-93 (September 2011): 1614–17. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.1614.
Full textJandera, Michal, Denny Syamsuddin, and Bretislav Zidlicky. "Stainless Steel Beam-Columns Behaviour." Open Civil Engineering Journal 11, no. 1 (June 30, 2017): 358–68. http://dx.doi.org/10.2174/1874149501711010358.
Full textPichal, Radek, and Josef Machacek. "05.22: Stainless steel prestressed stayed columns." ce/papers 1, no. 2-3 (September 2017): 1219–24. http://dx.doi.org/10.1002/cepa.163.
Full textTan, Qinghua, Leroy Gardner, and Linhai Han. "Performance of Steel-Reinforced Concrete-Filled Stainless Steel Tubular Columns at Elevated Temperature." International Journal of Structural Stability and Dynamics 19, no. 01 (December 20, 2018): 1940002. http://dx.doi.org/10.1142/s0219455419400029.
Full textVidya, K. C., and George M. Varghese. "Performance of Lean Duplex Stainless Steel Stub Columns with Stiffener." Applied Mechanics and Materials 857 (November 2016): 171–76. http://dx.doi.org/10.4028/www.scientific.net/amm.857.171.
Full textWu, Bo, Shixiang Xu, and Guoxue Zhang. "Study on Cumulative Damage Law of Stainless Steel-Reinforced Concrete Columns under Step Impact Loading." Advances in Materials Science and Engineering 2019 (October 10, 2019): 1–8. http://dx.doi.org/10.1155/2019/4076145.
Full textEllobody, Ehab, Sheikha Alfazari, Wadha Alghafri, and Asma Aladawi. "Eccentrically loaded SFRC-filled stainless steel columns." Proceedings of the Institution of Civil Engineers - Structures and Buildings 172, no. 7 (July 2019): 502–11. http://dx.doi.org/10.1680/jstbu.17.00165.
Full textLopes, Nuno, and Paulo M. M. Vila Real. "Fire resistance of tubular stainless steel columns." Revista de Estrutura do Aço 3, no. 1 (2014): 51. http://dx.doi.org/10.17648/aco-2238-9377-3-1-4.
Full textChoi, Jun-Hyeok. "Seismic retrofit of reinforced concrete circular columns using stainless steel wire mesh composite." Canadian Journal of Civil Engineering 35, no. 2 (February 2008): 140–47. http://dx.doi.org/10.1139/l07-079.
Full textM.A. Kadhim, Majid. "Numerical modelling of concrete-filled stainless steel slender columns loaded eccentrically." World Journal of Engineering 17, no. 5 (July 17, 2020): 697–707. http://dx.doi.org/10.1108/wje-09-2019-0268.
Full textDissertations / Theses on the topic "Stainless Steel Columns"
Lui, Wing Man. "Design of cold-formed high strength stainless steel tubular columns and beam-columns /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20LUI.
Full textIncludes bibliographical references (leaves 149-154). Also available in electronic version. Access restricted to campus users.
Becque, Jurgen. "The interaction of local and overall buckling of cold-formed stainless steel columns." University of Sydney, 2008. http://hdl.handle.net/2123/3772.
Full textAbstract: The objective of this research is to investigate the interaction of local and overall flexural buckling in cold-formed stainless steel columns. Literature study exposes a lack of understanding of this subject and a need for experimental data, particularly on the local-overall interaction buckling of stainless steel open sections. Two separate experimental programs were therefore carried out. The first program included 36 tests on pin-ended lipped channel columns. Three alloys were considered: AISI 304, AISI 430 and 3Cr12. The specimens were designed to fail by local-overall interaction buckling in the inelastic stress range, thus highlighting the non-linear behaviour of stainless steel. Half of the specimens were tested under a concentric load. The other half had the load applied with a nominal eccentricity of Le/1500. The test results demonstrate the imperfection sensitivity of local-overall interaction buckling and illustrate the shift in effective centroid in pin-ended columns with singly symmetric cross-section. The second experimental program studied local-overall interaction buckling in 24 pin-ended stainless steel I-section columns. The specimens consisted of plain channels connected back-to-back using sheet metal screws. Two alloys were considered: AISI 304 and AISI 404. Local and overall imperfections were carefully measured in both experimental programs. Extensive material testing was carried out on the alloys employed in the experimental program, in order to determine tensile and compressive material properties, anisotropic parameters and enhanced corner properties. A detailed finite element model is presented, which includes non-linear material behaviour, anisotropy, increased material properties of the corner areas and local and overall imperfections. The model was verified against the two aforementioned experimental programs and against additional data available in literature on stainless steel SHS columns. The model yielded excellent predictions of the specimen failure mode, ultimate strength and load-deformation behaviour. The finite element model was used to generate additional data for stainless steel columns with lipped channel, plain channel, SHS and I-shaped cross-section, failing by local-overall interaction buckling. The parametric studies covered the practical ranges of overall and cross-sectional slenderness values. The Australian/New Zealand, European and North American standards for stainless steel were evaluated using the available data. The comparison reveals an inability of the design codes to properly account for the interaction effect as the cross-sectional slenderness increases. Predictions are unsafe for I-section columns with intermediate or high cross-sectional slenderness. A direct strength method is proposed for stainless steel columns, accounting for the local-overall interaction effect. The method offers a simple design solution which fits within the framework of the current Australian and North-American standards.
Zhao, H., R. Wang, Dennis Lam, C.-C. Hou, and R. Zhang. "Behaviours of circular CFDST with stainless steel external tube: Slender columns and beams." Elsevier, 2020. http://hdl.handle.net/10454/18141.
Full textIn this work, experimental and numerical investigations were performed on the behaviours of circular concrete filled double steel tubular (CFDST) slender columns and beams, in which the external tube employed stainless steel tube. Eighteen specimens, 12 slender columns and 6 beams, were tested to obtain the failure patterns, load versus deflection relationships and strain developments of stainless steel tube. A finite element (FE) model was developed and verified by experimental results. The validated FE model was then employed to investigate the effects of key parameters, including hollow ratio, eccentric ratio and material strength, on the load-carrying capacity. The load distribution among the components and contact stress between steel tube and sandwiched concrete were also analyzed. Finally, the design methods for CFDST, hollow CFST and solid CFST members with carbon steel external tube respectively suggested by Han et al. (2018), Chinese GB 50936-2014 (2014) and AISC 360-16 (2016) were employed to evaluate their applicability for the circular CFDST slender columns and beams with stainless steel outer tube.
The authors gratefully acknowledge the Shanxi Province Outstanding Youth Fund (No. 201701D211006) and the National Natural Science Foundation (No. 51838008).
The full-text of this article will be released for public view at the end of the publisher embargo on 9th Nov 2021.
De, Carufel Sarah. "Effect of High-Performance Steel Materials on the Blast Behaviour of Ultra-High Performance Concrete Columns." Thesis, Université d'Ottawa / University of Ottawa, 2016. http://hdl.handle.net/10393/35380.
Full textMacDonald, Martin. "The effects of cold forming on material properties and post-yield behaviour of structural sections." Thesis, Glasgow Caledonian University, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.370009.
Full textElflah, Mohamed A. Hussaen. "Structural behaviour of stainless steel bolted beam to column joints." Thesis, University of Birmingham, 2018. http://etheses.bham.ac.uk//id/eprint/8545/.
Full textPrins, Heinrich Johann. "The effect of autogenous gas tungsten arc welding parameters on the solidification structure of two ferritic stainless steels." Diss., University of Pretoria, 2019. http://hdl.handle.net/2263/79303.
Full textDissertation (MEng)--University of Pretoria, 2019.
Metallurgical Engineering
MEng
Unrestricted
Villaret, Vincent. "Etude de soudabilité d’un acier inoxydable ferritique (19 % Cr, 2 % Mo, Nb) appliqué aux collecteurs d’échappements." Thesis, Montpellier 2, 2012. http://www.theses.fr/2012MON20261/document.
Full textThe objective of this work is to develop a filler metal and an associated welding procedure allowing to join sheets of steels K44X for the manufacturing of exhaust manifolds for automotive. The properties of the steel K44X having been optimized to answer at best the constraints of the application, the welding conditions will have to, as possible, avoid degrading the characteristics of the steel, in particular in terms of mechanical strength with high temperature, oxidation resistance and in thermal fatigue.This report is divided into four chapters.The first chapter is dedicated to a synthetic presentation of the evolutions in the field of the manufacturing of the automotive exhaust manifolds, and current knowledge in the domains of ferritic stainless steels and its weldability, and in arc welding processes.The second chapter presents the characteristics of the steel K44X and the problem of the study, then described the work of elaboration of the filler metals with various compositions. As well as the results of a preliminary characterization of the welds obtained with the various materials.The chapter 3 is about the characterization of the in-service behavior of the assembly stemming from the previous chapter. The tests of oxidation, hot traction on molten zone of the welds or on complete assemblies, and of thermal fatigue, used to realize this characterization are described, and the associated results are discussed. The end of this chapter is dedicated to the characterization of precipitates formed in the molten zones.Finally, the last chapter is dedicated to the thermal modelling of the welding and to the modelling of the solidification, with the aim of trying to predict the type of microstructure of molten zone formed during a welding operation, according to the process parameters. This modelling, based on the results of a instrumented experimental test of welding, has to allow in particular to predict if the welding conditions, for a given composition of steel, allow or not to form a structure of grains equiaxed in molten zone of the welds
Cardoso, Robson Porto. "Avaliação do comportamento estrutural de subestações de energia elétrica com o uso do aço inoxidável." Universidade do Estado do Rio de Janeiro, 2013. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=5591.
Full textThe increasing use of stainless steel as a structural element motivated, in recent years, the continuous interest of customers, architects and engineers. Despite its high cost, its application in construction have been replacing other structural elements. This is mainly due to its high corrosion resistance that increases its cost-effective ratio, its aesthetic that enables the construction of increasingly bold forms and its environmental appeal that generates less environmental waste. The electric power substations represent an important role in the global energy supply. Since its maintenance is a complex and costly process, one of its bus support structure was chosen to be designed in stainless steel. This strategy minimizes the number of stoppages for structural maintenance, enabling a higher quality power supply. For comparative purposes an existing power substation has been chosen where the bus supporting structure was made of galvanized carbon steel angle bar trusses. Initially, the design adopted I and H profiles functioning as beam-column for the two types of steel analyzed. In a second stage, the structure was designed as a plane truss. All designs were performed in accordance to the requirements of EUROCODE 3 standard. This was followed by comparative analyses of the costs involved for the studied steel types. These analyses involved the initial investment assessment properly contextualized with the posterior spending on maintenance and electrical costs of the stoppages and were set against the gains in reducing the downtime for maintenance of the stainless steel solution.
Lam, Dennis, and K. K. Y. Wong. "Axial Capacity of Concrete Filled Stainless Steel Columns." 2005. http://hdl.handle.net/10454/5549.
Full textConcrete filled steel columns have been used widely in structures throughout the world in recent years especially in Australia and the Far East. This increase in use is due to the significant advantages that concrete filled steel columns offer in comparison to more traditional construction methods. Composite columns consist of a combination of concrete and steel and make use of these constituent material's best properties. The use of composite columns can result in significant savings in column size, which ultimately can lead to significant economic savings. This reduction in column size can provide substantial benefits where floor space is at a premium such as in car parks and office blocks. The use of stainless steel column filled with concrete is new and innovative, not only provides the advantage mentioned above, but also durability associated with the stainless steel material. This paper concentrates on the axial capacity of the concrete filled stainless steel columns. A series of tests was performed to consider the behaviour of short composite stainless steel columns under axial compressive loading, covering austenitic stainless steels square hollow sections filled with normal and high strength concrete. Comparisons between Eurocode 4, ACI-318 and the Australian Standards with the findings of this research were made and comment.
Books on the topic "Stainless Steel Columns"
North American Welding Research Conference (8th 1992 Columbus, Ohio). Recent developments in the joining of stainless steels and high alloys: 8th annual North American Welding Research Conference : Columbus, Ohio, October 19-21, 1992. [Miami, Fla: American Welding Society, 1992.
Find full textBook chapters on the topic "Stainless Steel Columns"
Patel, Vipulkumar Ishvarbhai, Qing Quan Liang, and Muhammad N. S. Hadi. "Nonlinear analysis of CFSST short columns." In Concrete-Filled Stainless Steel Tubular Columns, 13–59. Boca Raton: Taylor & Francis, CRC Press, [2019]: CRC Press, 2018. http://dx.doi.org/10.1201/9781351005708-2.
Full textPatel, Vipulkumar Ishvarbhai, Qing Quan Liang, and Muhammad N. S. Hadi. "Nonlinear analysis of circular CFSST slender columns." In Concrete-Filled Stainless Steel Tubular Columns, 61–93. Boca Raton: Taylor & Francis, CRC Press, [2019]: CRC Press, 2018. http://dx.doi.org/10.1201/9781351005708-3.
Full textPatel, Vipulkumar Ishvarbhai, Qing Quan Liang, and Muhammad N. S. Hadi. "Nonlinear analysis of rectangular CFSST slender columns." In Concrete-Filled Stainless Steel Tubular Columns, 95–124. Boca Raton: Taylor & Francis, CRC Press, [2019]: CRC Press, 2018. http://dx.doi.org/10.1201/9781351005708-4.
Full textPatel, Vipulkumar Ishvarbhai, Qing Quan Liang, and Muhammad N. S. Hadi. "Introduction." In Concrete-Filled Stainless Steel Tubular Columns, 1–12. Boca Raton: Taylor & Francis, CRC Press, [2019]: CRC Press, 2018. http://dx.doi.org/10.1201/9781351005708-1.
Full textMatsuo, A., S. Sthapit, A. Shibuya, Y. Shimura, Y. Kobayashi, and K. Ono. "An Experimental Study on Buckling Strength of Stainless Steel Columns with Gusset Plates." In Lecture Notes in Civil Engineering, 1427–37. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8079-6_133.
Full textZhao, O., L. Gardner, and B. Young. "Experimental study of ferritic stainless steel tubular section beam-columns subjected to moment gradients." In Insights and Innovations in Structural Engineering, Mechanics and Computation, 1106–12. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-182.
Full textHima, M. S., and Samithamol Salim. "Structural Performance of Innovative Lean Duplex Stainless Steel Built-Up Columns Under Various Loading." In Lecture Notes in Civil Engineering, 691–99. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-55115-5_63.
Full textBuchanan, C., L. Gardner, O. Zhao, and E. Real. "Design of stainless steel CHS beam-columns." In Tubular Structures XVI, 503–11. CRC Press, 2017. http://dx.doi.org/10.1201/9781351210843-64.
Full textDuarte, H. P. C. S. G., L. R. O. de Lima, P. C. G. da, S. Vellasco, and A. T. da Silva. "Structural behaviour of stainless steel tubular columns." In Tubular Structures XVI, 523–30. CRC Press, 2017. http://dx.doi.org/10.1201/9781351210843-66.
Full text"Experiments on ferritic stainless steel columns in fire." In Research and Applications in Structural Engineering, Mechanics and Computation, 555–56. CRC Press, 2013. http://dx.doi.org/10.1201/b15963-265.
Full textConference papers on the topic "Stainless Steel Columns"
Feber, N., and M. Jandera. "STAINLESS STEEL I-SECTION BEAM-COLUMNS BEHAVIOR." In Engineering Mechanics 2020. Institute of Thermomechanics of the Czech Academy of Sciences, Prague, 2020. http://dx.doi.org/10.21495/5896-3-126.
Full textLiao, Feiyu, Chao Hou, W. J. Zhang, and J. Ren. "Tests on sea sand concrete-filled stainless steel tubular stub columns." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6937.
Full text"SHS AND RHS STAINLESS STEEL BEAM-COLUMNS BEHAVIOUR." In Engineering Mechanics 2019. Institute of Thermomechanics of the Czech Academy of Sciences, Prague, 2019. http://dx.doi.org/10.21495/71-0-427.
Full text"SHS and RHS stainless steel slender beam-columns." In Engineering Mechanics 2018. Institute of Theoretical and Applied Mechanics of the Czech Academy of Sciences, 2018. http://dx.doi.org/10.21495/91-8-957.
Full textLam, D., and K. K. Y. Wong. "Axial Capacity of Concrete Filled Stainless Steel Columns." In Structures Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)105.
Full textTan, Qinghua, Leroy Gardner, Linhai Han, and Dianyi Song. "Analysis of concrete-filled stainless steel tubular columns under combined fire and loading." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7206.
Full textZhang, Xiaoyong, Yu Chen, and Xiaosheng Shen. "Beavior of Square Stainless Steel Columns After Elevated Temperature." In Proceedings of the 17th International Symposium on Tubular Structures(ISTS17). Singapore: Research Publishing Services, 2019. http://dx.doi.org/10.3850/978-981-11-0745-0_100-cd.
Full textGhannam, Mohamed, Zhong Tao, and Tian Yi Song. "Fire Resistance Tests of Concrete-Filled Stainless Steel Tubular Columns." In International Conference on Composite Construction in Steel and Concrete 2013. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479735.036.
Full textLam, Dennis, Jie Yang, and Xianghe Dai. "Finite element analysis of concrete filled lean duplex stainless steel columns." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7205.
Full textGhannam, Mohamed, Zhong Tao, and Brian Uy. "Heat Transfer Analysis of Concrete-Filled Stainless Steel Columns Exposed to Fire." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_061.
Full textReports on the topic "Stainless Steel Columns"
Pedro F., Rodrigues, Vellasco Pedro C. G. da S., Lima Luciano R. O. de, Silva André T. da, Rodrigues Monique C., and Sarmanho Arlene M. C. EXPERIMENTAL EVALUATION OF COMPOSITE TUBULAR COLUMNS CFDST (STAINLESS STEEL–CONCRETE–CARBON STEEL). The Hong Kong Institute of Steel Construction, December 2019. http://dx.doi.org/10.18057/icass2018.p.025.
Full textLiu, Muming, and Gang Shi. CYCLIC LOADING TESTS OF DUPLEX STAINLESS STEEL BEAM-TO-COLUMN JOINTS WITH WUF-W CONNECTION. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.050.
Full textGao, Jun-Dong, Huan-Xin Yuan, and Xin-Xi Du. NUMERICAL STUDY ON STRUCTURAL BEHAVIOUR OF STAINLESS STEEL BEAM-TO-COLUMN JOINTS WITH DOUBLE EXTENDED END-PLATE CONNECTIONS. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.157.
Full textRamuhalli, Pradeep, Morris S. Good, Aaron A. Diaz, Michael T. Anderson, Bruce E. Watson, Timothy J. Peters, Mukul Dixit, and Leonard J. Bond. Ultrasonic Characterization of Cast Austenitic Stainless Steel Microstructure: Discrimination between Equiaxed- and Columnar-Grain Material ? An Interim Study. Office of Scientific and Technical Information (OSTI), October 2009. http://dx.doi.org/10.2172/967235.
Full textFLEXURAL BUCKLING DESIGN OF FABRICATED AUSTENITIC AND DUPLEX STAINLESS STEEL COLUMNS. The Hong Kong Institute of Steel Construction, June 2018. http://dx.doi.org/10.18057/ijasc.2018.14.2.4.
Full textEXPERIMENTAL STUDY ON BEARING CAPACITY OF AUSTENITIC STAINLESS STEEL LIPPED CHANNEL COLUMNS. The Hong Kong Institute of Steel Construction, March 2020. http://dx.doi.org/10.18057/ijasc.2020.16.1.8.
Full textA NUMERICAL STUDY ON LOCAL AND POST-LOCAL BUCKLING OF STAINLESS STEEL-CONCRETE COMPOSITE COLUMNS. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.016.
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