Relevant bibliographies by topics / Steel hollow sections

Contents

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

Academic literature on the topic 'Steel hollow sections'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Steel hollow sections.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Steel hollow sections"

1

Hamedon, Zamzuri, Ken Ichiro Mori, and Yohei Abe. "Fatigue Strength of High Strength Steel Sheets Joined by Hemming Process." Applied Mechanics and Materials 773-774 (July 2015): 282–86. http://dx.doi.org/10.4028/www.scientific.net/amm.773-774.282.

Full text
Abstract:
It is strongly desirable for the vehicle to improve passenger safety and at the same time to reduce the weight of the vehicles. A hollow section for the body structure of automobiles is studied. A high strength steel sheet is used to make the hollow sections in this studied, which are typically joined by resistance spot welding have insufficient energy absorption because the joins are not continuous. Thus, to overcome this problem, the hollow section is joined using the hemming process. The high strength steel hollow sections joined by hemming and resistance spot welding were then examined by
APA, Harvard, Vancouver, ISO, and other styles
2

Ahmed, Shameem, Mahmud Ashraf, and Mohammad Anwar-Us-Saadat. "Buckling Behaviour of Stainless Steel Square Hollow Sections." Applied Mechanics and Materials 853 (September 2016): 301–5. http://dx.doi.org/10.4028/www.scientific.net/amm.853.301.

Full text
Abstract:
Structural stainless steel design guidelines should appropriately recognise its characteristic beneficial properties such as material nonlinearity and significant strain hardening. The Continuous Strength Method (CSM) exploits those through a strain based approach for both stocky and slender cross-sections. In this paper, a new design method is proposed that combines the CSM with Perry type buckling curves. Numerical models were developed to investigate effects of various parameters on column strength and to develop full column curves. It was observed that material nonlinearity significantly i
APA, Harvard, Vancouver, ISO, and other styles
3

Tu'ma, Nasser Hakeem, and Mustafa Raad Aziz. "Flexural Performance of Composite Ultra-High-Performance Concrete-Encased Steel Hollow Beams." Civil Engineering Journal 5, no. 6 (2019): 1289–304. http://dx.doi.org/10.28991/cej-2019-03091332.

Full text
Abstract:
Composite members have been widely used in the construction of medium- and high-rise buildings. The results of the development of a new structural member by experimental investigation of the flexural behavior of hollow composite beams are presented in this paper. This research aims to exploit the properties of composite sections and their strength in developing a new approach for overcoming the problems of service pipes in buildings. A hollow steel section encased fully in concrete is used to form a composite hollow beam. The structural benefit provided by the steel section (composite part) is
APA, Harvard, Vancouver, ISO, and other styles
4

Lu, Yue Qing, and D. J. Laurie Kennedy. "The flexural behaviour of concrete-filled hollow structural sections." Canadian Journal of Civil Engineering 21, no. 1 (1994): 111–30. http://dx.doi.org/10.1139/l94-011.

Full text
Abstract:
In Standard CAN/CSA S16.1-M89, the contribution of the concrete to the flexural capacity of concrete-filled hollow structural sections is acknowledged as an alternative approach, but no method of assessing it is given. Preliminary studies had indicated that the concrete increased the ultimate moment capacity, the initial flexural stiffness, and the ductility, and delayed local buckling of the steel, thus enhancing the behaviour considerably. A series of four flexural tests on rectangular and square cold-formed hollow structural steel sections and twelve on concrete-filled sections were underta
APA, Harvard, Vancouver, ISO, and other styles
5

Sundarraja, Muthukamatchi Chelliah, and Sandrasekaran Sivasankar. "Axial behaviour of HSS tubular sections strengthened by CFRP strips: an experimental investigation." Science and Engineering of Composite Materials 19, no. 2 (2012): 159–68. http://dx.doi.org/10.1515/secm-2011-0114.

Full text
Abstract:
AbstractThe main objective of this investigation is to assess the feasibility of strengthening square hollow steel tubular sections subjected to compression and to develop or predict the suitable wrapping scheme of fibre reinforced polymer (FRP) to enhance the structural behaviour of it. For this study, compact mild steel tubes were used with the main variable being FRP characteristics. Carbon fibre has been considered and used as strips with several other parameters such as the number of layers, width and spacing of strips, the sectional area of strips, and wrapping scheme. Experiments were u
APA, Harvard, Vancouver, ISO, and other styles
6

Bambach, M. R., H. Jama, X. L. Zhao, and R. H. Grzebieta. "Hollow and concrete filled steel hollow sections under transverse impact loads." Engineering Structures 30, no. 10 (2008): 2859–70. http://dx.doi.org/10.1016/j.engstruct.2008.04.003.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Soundararajan, Arivalagan, and Kandasamy Shanmugasundaram. "FLEXURAL BEHAVIOUR OF CONCRETE‐FILLED STEEL HOLLOW SECTIONS BEAMS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 14, no. 2 (2008): 107–14. http://dx.doi.org/10.3846/1392-3730.2008.14.5.

Full text
Abstract:
This paper presents an experimental study of normal mix, fly ash, quarry waste and low strength concrete (brick‐bat lime concrete) contribution to the ultimate moment capacity of square steel hollow sections. Fifteen simply supported beam specimens of 1200‐mm long steel hollow sections filled with normal mix, fly ash, quarry waste and low‐strength concrete and identical dimensions of hollow sections were experimented. Extensive measurements of such material properties, strain and deflection were carried out. Theoretical studies of ultimate moment capacity of a beam specimen were also calculate
APA, Harvard, Vancouver, ISO, and other styles
8

Fekry, Asmaa A., Amr A. Nassr, Ahmed M. Ismail, Eslam M. Soliman, and Ali Gamal. "BEHAVIOR OF STEEL HOLLOW SECTIONS UNDER BLAST LOAD." Journal of Advanced Engineering Trends 39, no. 2 (2020): 121–34. http://dx.doi.org/10.21608/jaet.2020.96450.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Theofanous, M., T. M. Chan, and L. Gardner. "Flexural behaviour of stainless steel oval hollow sections." Thin-Walled Structures 47, no. 6-7 (2009): 776–87. http://dx.doi.org/10.1016/j.tws.2009.01.001.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Abu-Sena, Anwar Badawy Badawy, Mohamed Said, M. A. Zaki, and Mohamed Dokmak. "Behavior of hollow steel sections strengthened with CFRP." Construction and Building Materials 205 (April 2019): 306–20. http://dx.doi.org/10.1016/j.conbuildmat.2019.01.237.

Full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Steel hollow sections"

1

Ozkan, Istemi Faruk. "Plastic interaction relations for hollow structural steel sections." Thesis, University of Ottawa (Canada), 2002. http://hdl.handle.net/10393/6088.

Full text
Abstract:
The first part of this study reports an experimental program consisting of six full-scale tests on pipe sections under load combinations of shearing forces, bending moments, and twisting moments. The experimental results agree very well with the predicted failure loads based on recently developed interaction relations. The experimental program establishes the validity of the analytical techniques used to derive the interaction relations for pipe sections. The verified methodology is extended to derive interaction relations for square hollow structural sections under combinations of normal forc
APA, Harvard, Vancouver, ISO, and other styles
2

Wilkinson, Timothy James. "The Plastic Behaviour of Cold-Formed Rectangular Hollow Sections." University of Sydney. Department of Civil Engineering, 2000. http://hdl.handle.net/2123/843.

Full text
Abstract:
The aim of this thesis is to assess the suitability of cold-formed rectangular hollow sections (RHS) for plastic design. The project involved an extensive range of tests on cold-formed Grade C350 and Grade C450 (DuraGal) RHS beams, joints and frames. A large number of finite element analyses was also carried out on models of RHS beams. The conclusion is that cold- formed RHS can be used in plastic design, but stricter element slenderness (b/t) limits and consideration of the connections, are required. Further research, particularly into the effect of axial compression on element slendernes
APA, Harvard, Vancouver, ISO, and other styles
3

Zhao, Wen-Bin. "Behaviour and design of cold-formed steel hollow flange sections under axial compression." Queensland University of Technology, 2006. http://eprints.qut.edu.au/16909/.

Full text
Abstract:
The use of cold-formed steel structures is increasing rapidly around the world due to the many advances in construction and manufacturing technologies and relevant standards. However, the structural behaviour of these thin-walled steel structures is characterised by a range of buckling modes such as local buckling, distortional buckling or flexural torsional buckling. These buckling problems generally lead to severe reduction and complicated calculations of their member strengths. Therefore it is important to eliminate or delay these buckling problems and simplify the strength calculations of
APA, Harvard, Vancouver, ISO, and other styles
4

Rush, David Ian. "Fire performance of unprotected and protected concrete filled steel hollow structural sections." Thesis, University of Edinburgh, 2013. http://hdl.handle.net/1842/8298.

Full text
Abstract:
Concrete filled steel hollow structural (CFS) sections are increasingly used to support large compressive loads in buildings, with the concrete infill and the steel tube working together to yield several benefits both at ambient temperature and during a fire. These members are now widely applied in the design of highly optimized multi-storey and high rise buildings where fire resistance ratings of two or more hours may be required. Whilst the response and design of these sections at ambient temperatures is reasonably well understood, their response in fire, and thus their fire resistance desig
APA, Harvard, Vancouver, ISO, and other styles
5

Buchanan, Craig. "Testing and design of conventional and novel stainless steel hollow structural sections." Thesis, Imperial College London, 2017. http://hdl.handle.net/10044/1/49208.

Full text
Abstract:
The topic of this thesis is the testing and design of conventionally formed and additive manufactured stainless steel hollow structural sections. Although design codes currently exist for stainless steel hollow structural elements, the provisions are based on limited structural data and therefore require further evaluation for their suitability, and are not intended to apply to additive manufactured elements. Focussing on conventionally formed circular hollow sections (CHS), the existing design provisions have been carefully reappraised based on a dataset of tests and finite element results ge
APA, Harvard, Vancouver, ISO, and other styles
6

Barnett, Tobias C. "Assessment of clamping behaviour of a newly developed blind bolt, and an investigation into its performance in the tension region of moment resisting connections using open and hollow sections." Thesis, Nottingham Trent University, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.366362.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Gkantou, Michaela. "Response and design of high strength steel structures employing square and rectangular hollow sections." Thesis, University of Birmingham, 2017. http://etheses.bham.ac.uk//id/eprint/7522/.

Full text
Abstract:
The application of high strength steels (HSS) in the construction industry can lead to more economic design and profound sustainability benefits. To facilitate their use in modern practice, most international structural design codes have included HSS within their contents. Due to limited test data at the time of publishing, HSS design provisions are largely based on those for mild steel, with some restrictions, due to HSS’s inferior ductility and strain-hardening characteristics. Hence, further investigation on the applicability of such design specifications to HSS is required. To this end, wi
APA, Harvard, Vancouver, ISO, and other styles
8

Cai, Chao. "Analytical solutions for residual stresses in cold-formed steel circular hollow sections due to cold rolling." Thesis, University of Macau, 2009. http://umaclib3.umac.mo/record=b2148262.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Alzghoul, Ahmad, and Burim Hyseni. "Övergång till högre stålhållfastheter - konsekvensanalys." Thesis, Högskolan i Halmstad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-35844.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Andersson, Sebastian. "Varmformade eller kallformade konstruktionsrör ur ett lönsamhetsperspektiv : Undersökning av ekonomisk differens i valet mellan VKR och KKR." Thesis, Mittuniversitetet, Avdelningen för ekoteknik och hållbart byggande, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-25151.

Full text
Abstract:
I Sverige kan VKR (varmformade konstruktionsrör) vara 15-23 % dyrare än KKR (kallformade konstruktions­rör) av samma tvärsnittsstorlek. Trots detta lägre pris på KKR har det upp­skattats att i Svensk stål­byggnation används endast 5 % KKR, av det totala användandet av VKR och KKR. I detta examensarbete har det först undersökts vilka skillnader i egenskaper som finns mellan VKR och KKR. Därefter beräknas prisdifferensen mellan de två profiltyperna när de utsätts för en centrisk tryckkraft under likadana förhållanden. Målet är att ta reda på vilket som är det mest ekonomiskt lönsamma alternative
APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "Steel hollow sections"

1

a-Hassan, Nabil Karim. Shear transfer in concrete-filled steel hollow sections. Universityof Manchester, 1993.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
2

Lu, Yue Qing. The flexural behaviour of concrete-filled hollow structural sections. Dept. of Civil Engineering, University of Alberta, 1992.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Fumagalli, F. Development of design recommendations for welded joints of steel constructions, made with structural hollow sections and with structural hollow and H-sections. Commission of the European Communities, 1985.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
4

Soininen, Raimo. Fracture behaviour and assessment of design requirements against fracture in welded steel structures made of cold formed rectangular hollow sections. Lappeeranta University of Technology, 1996.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
5

Packer, J. A. Design guide for hollow section connections. Canadian Institute of Steel Construction, 1992.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
6

Packer, J. A. Hollow structural section connections and trusses: A design guide. 2nd ed. Canadian Institute of Steel Construction, 1997.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
7

Björk, Timo. Ductility and ultimate strength of cold-formed rectangular hollow section joints at subzero temperatures. Lappeenranta University of Technology, 2005.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
8

Hollow Structural Sections Connections Manual. American Institute of Steel Construction, 1996.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
9

J, Rondal, and Comité international pour le développement et l'étude de la construction tubulaire., eds. Structural stability of hollow sections. Verlag TÜV Rheinland, 1992.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
10

Giddings, T. W., N. F. Yeomans, and J. Wardenier. The Development of Recommendations for the Design of Welded Joints Between Steel Structural Hollow Sections or Between Steel Structural Hollow Sections and H-sections. European Communities / Union (EUR-OP/OOPEC/OPOCE), 1988.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Book chapters on the topic "Steel hollow sections"

1

Hall, Stephen J. "Steel grades for hot-finished and cold-formed structural hollow sections." In ICE Pocket Guide to Steels in the Built Environment. ICE Publishing, 2021. http://dx.doi.org/10.1680/icepgsbe.65741.079.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Zhao, O., L. Gardner, and B. Young. "Local buckling behaviour of stainless steel circular hollow sections under combined axial compressive load and bending moment." In Insights and Innovations in Structural Engineering, Mechanics and Computation. CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-184.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Dürr, A., and J. Roth. "Lifetime estimation for hollow-section joints under variable amplitude loading." In Modern Trends in Research on Steel, Aluminium and Composite Structures. Routledge, 2021. http://dx.doi.org/10.1201/9781003132134-64.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Camotim, D., C. Basaglia, N. Silvestre, and L. Palermo. "GBT-based buckling analysis of circular hollow section steel members and structural systems." In Insights and Innovations in Structural Engineering, Mechanics and Computation. CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-167.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Vyshnavi, K., and D. C. Mitra. "Structural Performance of Cold-Formed Steel Elliptical Hollow Section Columns Under Impact Loading." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80312-4_84.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Okulik, Tomasz, Paweł Dunaj, Marcin Chodźko, Krzysztof Marchelek, and Bartosz Powałka. "Determination of Dynamic Properties of a Steel Hollow Section Filled with Composite Mineral Casting." In Lecture Notes in Mechanical Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-16943-5_48.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Deng, Yun-Qiao, and Ben Young. "Experimental investigation of concrete-filled high strength steel square hollow section members subjected to bending." In Insights and Innovations in Structural Engineering, Mechanics and Computation. CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-196.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

"Trusses and Lattice Girders Using Hollow Sections." In Design of Welded Steel Structures. CRC Press, 2015. http://dx.doi.org/10.1201/b18974-17.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

GARDNER, L. "Structural behaviour of oval hollow sections." In Fourth International Conference on Advances in Steel Structures. Elsevier, 2005. http://dx.doi.org/10.1016/b978-008044637-0/50075-5.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Zhao, Xiao-Ling, and Gregory Hancock. "Welded connections in thin cold-formed rectangular hollow sections." In Connections in Steel Structures III. Elsevier, 1996. http://dx.doi.org/10.1016/b978-008042821-5/50068-7.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Steel hollow sections"

1

F., Zhou, and Young B. "Web Crippling of Aluminium Alloy Square Hollow Sections." In 4th International Conference on Steel & Composite Structures. Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_ss-we041.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Lam, Dennis, and Nicola Testo. "Structural Design of Concrete Filled Steel Elliptical Hollow Sections." In International Conference on Composite Construction in Steel and Concrete 2008. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)21.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Duong, D., A. MD Yusof, and T. Wilkinson. "Compression Capacity of Hollow Flange Channel Sections with Web Penetrations." In 7th International Conference on Steel and Aluminium Structures. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp027-icsas11.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

S. M. Z., Islam, and Young B. "Strengthening of Aluminium Hollow Sections Subjected to End-Two-Flange Loading." In 4th International Conference on Steel & Composite Structures. Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_ss-th044.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Porsch, Markus, and Gerhard Hanswille. "Load Introduction in Composite Columns with Concrete Filled Hollow Sections." In Fifth International Conference on Composite Construction in Steel and Concrete. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40826(186)38.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Kc, Anup, and Fatemeh Avidan. "Compression Design of Hollow Cold-Formed High Strength Steel Sections." In Proceedings of the 17th International Symposium on Tubular Structures(ISTS17). Research Publishing Services, 2019. http://dx.doi.org/10.3850/978-981-11-0745-0_092-cd.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

W. M., Quach, and Cai C. "Deformationally-Induced Residual Stresses in Cold-Formed Steel Circular Hollow Sections: An Analytical Solution." In 4th International Conference on Steel & Composite Structures. Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_ss-fr024.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

J.M., Abela, and Gardner L. "Local Buckling of Elliptical Hollow Sections under Combined Compression and Bending." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_045.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Bin Shamsudin, Mohd Fazaulnizam, and Walid Tizani. "Pull-out Behaviour of Extended Hollobolts for Hollow Beam-Column Connections." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6986.

Full text
Abstract:
The use of structural hollow sections (SHS) as columns in single-storey and multi-storey results in better compression strength, low surface area, architectural attractiveness and high strength to weight ratio. One major constraint when connecting to hollow sections is in accessing and tightening the bolt from the inside of the hollow section. To resolve this issue, full welding is usually applied. But this may suffer from high labour cost, and the potential of low quality welding due to workmanship and varied environmental conditions. Connecting using additional components, such as gusset pla
APA, Harvard, Vancouver, ISO, and other styles
10

Fonseca, E. M. M., F. Q. Melo, and R. A. F. Valente. "The flexibility of steel hollow tubular sections subjected to thermal and mechanical loads." In SAFE 2007. WIT Press, 2007. http://dx.doi.org/10.2495/safe070171.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Steel hollow sections"

1

COMPRESSION BEHAVIOUR OF CONCRETE-FILLED COLD-FORMED HIGH STRENGTH STEEL CIRCULAR HOLLOW SECTIONS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.011.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Steel hollow sections' for particular source types:
Journal articles Dissertations / Theses Books
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography