Relevant bibliographies by topics / Hollow structural section

Contents

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

Academic literature on the topic 'Hollow structural section'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Hollow structural section"

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Ritchie, Cameron B., Matthew I. Gow, Jeffrey A. Packer, and Amin Heidarpour. "Influence of elevated strain rate on the mechanical properties of hollow structural sections." International Journal of Protective Structures 8, no. 3 (2017): 325–51. http://dx.doi.org/10.1177/2041419617721530.

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As protective design engineering becomes more prevalent, cold-formed steel hollow structural sections are often desired design components. As such, it is necessary to understand the behavior of hollow structural sections subject to air-blast loading, including the material response under elevated strain rates. Dynamic tensile tests have hence been performed on subsize tensile coupons taken from the flats and corners of cold-formed rectangular hollow section members. Dynamic yield stresses were obtained at strain rates from 0.1 to 18 s−1, which encompasses and exceeds the range recorded during
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Quan, Chunyan, and Merih Kucukler. "Local buckling response and design of stainless steel hollow sections at elevated temperatures." ce/papers 6, no. 3-4 (2023): 2026–31. http://dx.doi.org/10.1002/cepa.2325.

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AbstractThe structural behaviour and design of stainless steel hollow sections in fire, including stainless steel (i) circular hollow sections (CHS), (ii) elliptical hollow sections (EHS), (iii) square hollow sections (SHS) and (iv) rectangular hollow sections (RHS), are explored in this paper. Shell finite element models of stainless steel CHS, EHS, SHS and RHS able to replicate their structural response at elevated temperatures are created. Numerical parametric studies are performed on cold‐formed and hot‐rolled austenitic, duplex and ferritic stainless steel CHS, EHS, SHS and RHS subjected
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Kwon, In Kyu, Heung Youl Kim, and Hyung Jun Kim. "Experimental Study on Limiting Temperatures of Circular Hollow Sections." Advanced Materials Research 472-475 (February 2012): 1206–14. http://dx.doi.org/10.4028/www.scientific.net/amr.472-475.1206.

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Fire resistance is required to sustain the structural stability when building elements are exposed to a severe fire condition. To evaluate the fire resistance of structural members such as columns and beams, fire engineers can apply either prescriptive methods or performance-based fire design. These two kinds of fire resistance evaluation methods have been developed independently and performance fire design consists mainly of an advanced and simple methods. The simple method stipulated in New Zealand and the U.K. use the limiting temperature. The values of the limiting temperatures of structur
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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.

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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
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Frater, George S., and Jeffrey A. Packer. "Modelling of hollow structural section trusses." Canadian Journal of Civil Engineering 19, no. 6 (1992): 947–59. http://dx.doi.org/10.1139/l92-113.

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It has been recently advocated that a practical static design of hollow structural section (HSS) Warren and Pratt trusses, having either gapped or overlapped connections, can be performed on the basis of a force distribution obtained from an elastic analysis of the truss with either all the members pin-jointed or the web members pin-jointed to continuous chord members. However, at the service load level, gap-connected truss deflections have been previously underestimated by around 12%–15%. Laboratory testing of HSS trusses has accordingly been undertaken to establish experimental axial force a
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Puthli, R., Andreas Lipp, Thomas Ummenhofer, and J. Wardenier. "Thin-walled structural hollow section joints." Steel Construction 6, no. 1 (2013): 34–38. http://dx.doi.org/10.1002/stco.201300008.

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Kervalishvili, Andrei, and Ivar Talvik. "Influence of Internal Pressure on Hollow Section Steel Members in Fire." Applied Sciences 14, no. 1 (2023): 149. http://dx.doi.org/10.3390/app14010149.

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Structural steel hollow section members are extensively utilized in civil engineering due to their excellent mechanical performance, favourable geometry for corrosion protection, and aesthetic appeal. Degradation in material properties of steel and thermal expansion at high temperatures must be regarded in designs for fire situations. The closed inner space of hollow sections presents challenges at elevated temperatures. The present study examines the effect of expanding air on the stress state in section walls of hermetically sealed circular and rectangular hollow sections. The effect of the
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Abedin, Mohammad, Nafiseh Kiani, Esmail Shahrokhinasab, and Sohrab Mokhtari. "Net Section Fracture Assessment of Welded Rectangular Hollow Structural Sections." Civil Engineering Journal 6, no. 7 (2020): 1243–54. http://dx.doi.org/10.28991/cej-2020-03091544.

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Rectangular Hollow Sections (RHS) because of their high resistance to tension, as well as compression, are commonly used as a bracing member with slotted gusset plate connections in steel structures. Since in this type of connection only part of the section contributes in transferring the tensile load to the gusset plate, shear lag failure may occur in the connection. The AISC specification decreases the effective section net area by a factor to consider the effect of shear lag for a limited connection configuration. This study investigates the effective parameters on the shear lag phenomenon
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Zhou, Feng, and Ben Young. "Compressive strengths of concrete-filled double-skin (circular hollow section outer and square hollow section inner) aluminium tubular sections." Advances in Structural Engineering 22, no. 11 (2019): 2418–34. http://dx.doi.org/10.1177/1369433219842381.

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Experimental and numerical investigations of concrete-filled double-skin aluminium stub column with a circular hollow section as the outer skin and a square hollow section as the inner skin are presented in this article. A test program was carried out to study the influences of aluminium tube geometric dimensions and concrete strength on structural performance and strength of composite columns. A series of composite columns was tested on outer circular hollow section tubes and inner square hollow section tubes; the spaces between them had been filled with concrete of different nominal cylinder
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Rizalman, Ahmad Nurfaidhi, Ng Seong Yap Mahmood Md Tahir, and Shahrin Mohammad. "Parametric Study of Fire Performance of Concrete Filled Hollow Steel Section Columns with Circular and Square Cross-Section." E3S Web of Conferences 34 (2018): 01011. http://dx.doi.org/10.1051/e3sconf/20183401011.

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Concrete filled hollow steel section column have been widely accepted by structural engineers and designers for high rise construction due to the benefits of combining steel and concrete. The advantages of concrete filled hollow steel section column include higher strength, ductility, energy absorption capacity, and good structural fire resistance. In this paper, comparison on the fire performance between circular and square concrete filled hollow steel section column is established. A three-dimensional finite element package, ABAQUS, was used to develop the numerical model to study the temper
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Dissertations / Theses on the topic "Hollow structural section"

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Kosteski, Nikola. "Branch plate-to-rectangular hollow structural section connections." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/NQ63606.pdf.

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Law, Kwan Ho. "Instabilities in structural steel elliptical hollow section members." Thesis, Imperial College London, 2010. http://hdl.handle.net/10044/1/6205.

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Elliptical hollow sections (EHS) have been recently added to the family of hollow steel sections available to the construction industry. Their merits include different flexural rigidities about the two principal axes offering efficient bending resistance about the major axis and an aesthetically pleasant appearance. A number of recent practical applications have emerged, which are outlined in this thesis. Previous research on elliptical hollow sections has mainly focused on the cross-section level with a set of design rules for cross-section classification and shear resistance being proposed.
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Philiastides, Antony. "Fully overlapped rolled hollow section welded joints in trusses." Thesis, University of Nottingham, 1988. http://eprints.nottingham.ac.uk/12416/.

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The designer of lattice trusses has been traditionally encouraged to avoid extra joint bending moments by ensuring 'noding' of member centre lines. This can however cause problems in the design of RHS trusses with small (economical) branch members by causing large gaps at joints with undesirable flexibility for slender chord walls. 100% overlap joints overcome this problem while still maintaining economic single cut branch ends. The research programme set out first to highlight the difference in behaviour of trusses with large gap noding and completely overlapping joints. Two similar trusses -
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Kelly, Robert. "The influence of member orientation on hollow section joint strength." Thesis, University of Nottingham, 1998. http://eprints.nottingham.ac.uk/13287/.

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The influence of the member orientation on the strength of joints formed with square hollow sections is examined. The bird beak joint system is a relatively new truss arrangement for square hollow sections, where the chord and the brace have each been rotated by 45° about their own centreline axes. Based on previous experimental testing it has been suggested that this joint system leads to a stronger joint arrangement. Finite element analysis has been used to study the strength and behaviour of such bird beak joints and to compare them to similar joints in CHS and the traditional RHS configura
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Kong, Hye-Eun. "Design of One-Story Hollow Structural Section (HSS) Columns Subjected to Large Seismic Drift." Thesis, Virginia Tech, 2019. http://hdl.handle.net/10919/94024.

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During an earthquake, columns in a one-story building must support vertical gravity loads while undergoing large lateral drifts associated with deflections of the vertical seismic force resisting system and deflections of the flexible roof diaphragm. Analyzing the behavior of these gravity columns is complex since not only is there an interaction between compression and bending, but also the boundary conditions are not perfectly pinned or fixed. In this research, the behavior of steel columns that are square hollow structural sections (HSS) is investigated for stability using three design me
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Balarupan, Manuvidhya. "Structural behaviour and design of cold-formed steel hollow section columns under simulated fire conditions." Thesis, Queensland University of Technology, 2015. https://eprints.qut.edu.au/91533/1/Manuvidhya_Balarupan_Thesis.pdf.

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This thesis presented a comprehensive study on the fire performance of load-bearing high-strength and cold-formed steel hollow section columns using experimental and numerical investigations. Accurate design tools have been developed to predict the ambient and elevated temperature structural capacities and fire resistance ratings of these columns. These developed design methods can be used to decide where bare steel columns can be used, and to design any required fire protection. Overall this research has significantly improved the knowledge and understanding of the structural fire performance
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Perera, Nilakshi. "Structural behaviour and design of innovative hollow flange steel plate grinders." Thesis, Queensland University of Technology, 2018. https://eprints.qut.edu.au/123310/1/Liyanage%20Nilakshi%20Piyahasi_Perera_Thesis.pdf.

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This thesis proposes a new Hollow Flange Steel Plate Girder (HFSPG) by welding industrially available cold-formed Rectangular Hollow Sections (RHS) to a web plate for use in long span construction. Design procedures presented in the national and international design guidelines were reviewed and suitable improvements were made to accurately predict the structural behaviour and capacities of HFSPGs by undertaking detailed experimental and numerical studies into their unique structural behaviour. Local buckling/yielding, global buckling and local-global interaction failures were all considered in
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Tao, Yunxiang. "Advanced numerical analysis and fire testing of cold-formed steel hollow section stud walls." Thesis, Queensland University of Technology, 2021. https://eprints.qut.edu.au/226716/1/Yunxiang_Tao_Thesis.pdf.

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This research investigated the behaviour of light gauge steel frame walls made of cold-formed steel hollow section studs under both ambient and fire conditions using full scale experimental and advanced numerical studies. It developed and improved new structural and fire design rules for hollow section stud walls that can be included in the Australian steel structures standard. Importantly, it showed that such wall systems have superior fire resistance than conventional wall systems used currently. Overall, this research has sufficiently improved the knowledge of light steel walls made of holl
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Yang, Jie. "Structural behaviour of concrete-filled elliptical column to I-beam connections." Thesis, University of Bradford, 2017. http://hdl.handle.net/10454/16022.

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Concrete-filled tubular (CFT) columns have been widely adopted in building structures owing to their superior structural performance, such as enhanced load bearing capacity, compared to hollow tubes. Circular, square and rectangular hollow sections are most commonly used in the past few decades. Elliptical hollow section (EHS) available recently is regarded as a new cross-section for the CFT columns due to its attractive appearance, optional orientation either on major axis or minor axis and improved structural efficiency. The state of the research in terms of elliptical columns, tubular joint
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Siahaan, Ropalin. "Structural behaviour and design of rivet fastened rectangular hollow flange channel beams." Thesis, Queensland University of Technology, 2017. https://eprints.qut.edu.au/106913/1/Ropalin_Siahaan_Thesis.pdf.

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This thesis presents a study into the structural behaviour and design of the innovative rivet fastened Rectangular Hollow Flange Channel Beams (RHFCB). The RHFCB utilizes the inexpensive self-pierce rivet fastening in its fabrication, providing cost effective structural solutions in floor systems. The first part of the thesis focuses on the section moment capacities of the beams subject to local buckling effects while the second part investigates the member moment capacities of intermediate span beams subject to the unique lateral distortional buckling effects. Each part involves experimental
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Books on the topic "Hollow structural section"

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Noor, Nauman. Feasibility of concrete-filled hollow structural section trusses. National Library of Canada, 1995.

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Canadian Institute of Steel Construction., ed. Hollow structural section to ASTM A500 grade C. Canadian Institute of Steel Construction, 2000.

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

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L, Twilt, ed. Design guide for structural hollow section columns exposed to fire. Verlag TÜV Rheinland, 1994.

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Xiao-Ling, Zhao, ed. Design guide for circular and rectangular hollow section welded joints under fatigue loading. TÜV-Verlag, 2001.

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R, Bergmann, and Comité international pour l'étude et le développement de la construction tubulaire, eds. Design guide for concrete filled hollow section columns under static and seismic loading. TÜV Rheinland, 1995.

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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.

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British Steel. Tubes & Pipes., ed. Hot finished structural hollow sections. British Steel Tubes & Pipes, 1996.

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Steels, British Steel General, ed. Corrosion: The case for structural hollow sections. British Steel General Steels, 1992.

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Meegan, Kieran James. Circular hollow structural sections at transmission line poles. National Library of Canada, 1994.

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Book chapters on the topic "Hollow structural section"

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Machač, Martin, Jan Papuga, Karel Doubrava, and Jakub Fišer. "Fatigue Analysis of Thin-Walled Welded Hollow Section Joints." In Structural Integrity. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-97822-8_6.

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Yang, Zhijian, Jixing Li, Guochang Li, and Weizhe Cui. "Finite Element Analysis of Reinforced Hollow High-Strength Concrete Filled Square Steel Tubular Middle-long Column under Eccentric Load." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_40.

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AbstractTraditional hollow concrete filled steel tube components are mainly used in the transformer power structure. In order to improve the mechanical properties and application scope of hollow concrete filled steel tube components, a new type of reinforcement hollow steel tube high-strength concrete combination structure is proposed. Given that the components in the construction system are frequently in an eccentric stress condition throughout the structural system, the finite element analysis program ABAQUS produces 20 eccentric compression middle-long column models. The overall force proce
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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.

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Cavazzoni, L., F. Calacci, A. Merulla, and G. Miscia. "Numerical-experimental correlation of thin wall hollow section aluminum castings for car body applications." In Insights and Innovations in Structural Engineering, Mechanics and Computation. CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-299.

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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.

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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.

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Reyes, Wilson, and Ali Imanpour. "Evaluation of Uniaxial Material Models in Predicting Hysteresis Response of Hollow Structural Section Braces." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-61531-3_2.

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Krampen, Jürgen. "Economical structures with hollow sections." In Tubular Structures VI. Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-5.

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Grundy, Paul. "Incremental collapse of hollow sections." In Tubular Structures VI. Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-73.

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Gioncu, V., L. Tîrcă, and D. Petcu. "Rotation capacity of rectangular hollow section beams." In Tubular Structures VII. Routledge, 2022. http://dx.doi.org/10.1201/9780203735008-58.

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Conference papers on the topic "Hollow structural section"

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Zamora Durán, María José, Daniel Martínez Vargas, and Andrés González Ureña. "Frames with Round Hollow Structural Section and W Shape Intentionally Eccentric Braces." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.1351.

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<p>Offsetting the axis of an otherwise conventional steel brace with respect to the forces’ line of action modifies its force-displacement response and brings about significant benefits for earthquake- resistant design. When used in multi-storey Frames with Intentionally Eccentric Braces (FIEBs), the adjustable eccentricity of Braces with Intentional Eccentricity (BIEs) grants a better control over the dynamic behaviour of the structure and reduces incidental overstrength.</p><p>In this article, the suitability of round Hollow Structural Sections (HSS) and W shapes as bracing
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Takashima, Masato, Hiroshi Tagawa, and Xingchen Chen. "Application of T-shaped steel splice member to brace-end connection of circular hollow section brace." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.3385.

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<p>Usage of hollow section braces is popular in steel structures for their superior performance. To connect tubular members with the structural frame, field-bolted connections between the slotted- in splice and gusset plates are often utilized. However, single-shear bolted connections have a higher risk of sway mode buckling because of the eccentricity between the gusset plate and the brace axis. This study proposes a brace end connection in which the T-shaped splice members are inserted into the tubular brace so that the gusset plate axis is identical with the brace axis. The T-shaped s
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Bareikis, Nerijus. "High strength steel influence on sustainability of corrugated soil-steel composite bridge." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0807.

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<p>Corrugated soil-steel (CSS) composite structures because of interaction with surrounding soil are characterized by high strength to cost ratio. For the past decade the span of CSS bridges is growing and the demand of development of their sustainable innovations is increasing respectively. The advantages of high strength steel (HSS) to the behaviour of CSS composite bridges were barely analysed in perspective of sustainability. This study analyses high strength steel of a yield stress up to 1300 MPa influence on utilization ratio of large span CSS structure of the deepest corrugation o
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Gubetini, Drilon, and Martin Mensinger. "The Influence of Galvanization on the Flexural Buckling of HSS CFCHS." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2213.

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<p>For thin-walled tubular members, the zinc coating applied during galvanization may enhance stiffness, thus positively impacting buckling behavior. This study describes the flexural buckling performance of high-strength steel cold-formed circular hollow sections (HSS CFCHS) observed by buckling test on Ø48.3 mm, t = 1.8 mm S960 under three conditions: non-galvanized, galvanized, and galvanized with subsequent zinc coating removal. Specimens were tested across three levels of non-dimensional slenderness. Results show that the zinc coating improves stiffness and modifies buckling behavio
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Oki, Koji, Takumi Ishii, and Kazuyuki Matsui. "Study on Structural Use of Cold-Formed Rectangular Hollow Section." In 10th Pacific Structural Steel Conference (PSSC 2013). Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_226.

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Adib, Shady, and Ieva Misiunaite. "High strength steel cold-formed hollow sections: implication of cross-section aspect ratio and slenderness characteristics on flexural behavior." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.066.

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Cold-formed tubular sections are widely applicated for a variety of structural solutions, primarily due to their advantageous structural properties, inherent aesthetic characteristics and ease of prefabrication and mass production. High strength steels (HSS) are attaining growing attention from structural engineers and researchers due to their potential on the design of lightweight and more economic structures. In combination with cold-formed tubular sections HSS might serve as improvement on structural efficiency as well as solution for structural problems when usage of normal steel is limite
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Singh, Harpuneet, Gurinder Singh Brar, and Harmeet Singh. "Failure Behavior of Structural Square Hollow Section Corner Welded Joint." In ASME 2014 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/pvp2014-29083.

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Welding is a reliable and efficient joining process in which the coalescence of metals is achieved by fusion. Welding is carried out with a very complex thermal cycle which results in irreversible elastic-plastic deformation and residual stresses in and around fusion zone and heat affected zone (HAZ). Due to the presence of residual stresses in and around the weld zone the strength and life of the component is largely reduced. An application of corner joint of square hollow section (IS 4923:1997 YSt 240) of 49.5mm × 49.5mm × 2.0mm in size is welded by the Metal Active Gas (MAG) process. To kno
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Tong, Lewei, Chuanqi Sun, and Yiyi Chen. "Experimental Study on Loading Capacity of Concrete-Filled Circular Hollow Section K-Joints." In 10th Pacific Structural Steel Conference (PSSC 2013). Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_058.

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Cassese, Paolino, Maria Teresa De Risi, and Gerardo Mario Verderame. "CAPACITY MODELS FOR SHEAR-CRITICAL RC BRIDGE PIERS WITH HOLLOW CROSS-SECTION." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5449.17545.

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Cassese, Paolino, Maria Teresa De Risi, and Gerardo Mario Verderame. "SEISMIC BEHAVIOUR OF POORLY DETAILED RC BRIDGE PIERS WITH HOLLOW CROSS-SECTION." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5456.18615.

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Reports on the topic "Hollow structural section"

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Owens, Janine, Rosie Allen, Amelia Pearson, Susan Davies, Catherine Robinson, and Alys Young. The impact of COVID-19 on social care and social work in the UK: A Scoping Review Protocol. INPLASY - International Platform of Registered Systematic Review and Meta-analysis Protocols, 2022. http://dx.doi.org/10.37766/inplasy2022.3.0174.

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Review question / Objective: What are the medium and long-term effects of the COVID-19 pandemic on practitioners and organisations providing social work and social care to adults in the UK? Rationale: The pandemic has exerted adverse effects on staff morale and well-being, with sickness absence rises across the sector and increased difficulties in recruiting staff from agencies, despite a pre-COVID government recruitment campaign (https://www.gov.uk/government/news/adult-social-care-recruitment-care-campaign-launched-to-boost-workforce). Care home providers report extreme anxiety and distress,
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INVESTIGATION OF CYCLIC BEHAVIOR OF FULL-SCALE TREE-LIKE HOLLOW STRUCTURAL SECTION COLUMNS WITH INFILLED CONCRETE. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.287.

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The cyclic behavior of tree-like hollow structural section (HSS) columns with infilled concrete was experimentally and numerically investigated. A full-scale column, with the height of 3.2 m and the treetop plan dimension of 4 m×3 m, was designed and manufactured according to a practical engineering prototype. The column with a capacity protected reinforced concrete foundation was tested under combined constant axial compression and cyclic lateral loading through a specifically designed setup. The cracking and spalling of the reinforced concrete foundation were observed initially, followed by
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3

OVERHANG EFFECT ON WEB CRIPPLING CAPACITY OF COLDFORMED AUSTENITIC STAINLESS STEEL SHS MEMBERS: AN EXPERIMENTAL STUDY. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.343.

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This paper studies the overhang effects on ultimate bearing capacities of cold-formed austenitic stainless steel square hollow section (SHS) members undergoing web crippling between EndTwo-Flange (ETF) and Interior-Two-Flange (ITF) loading conditions. A total of 16 web crippling tests were conducted with specimens covering various overhang lengths. Tensile coupon tests were performed to obtain the material properties of the test specimens. The web crippling capacities obtained from the tests were compared with the nominal capacities predicted by the SEI/ASCE 8-22 Specification for the design o
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BEHAVIOR AND DESIGN OF COLD-FORMED SQUARE AND RECTANGULAR HOLLOW SECTIONS BASED ON EFFECTIVE PLASTIC WIDTH METHOD. The Hong Kong Institute of Steel Construction, 2024. http://dx.doi.org/10.18057/ijasc.2024.20.3.6.

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Due to the rapid development of cold-forming technology, the application of cold-formed steel members with square hollow sections (SHS) and rectangular hollow sections (RHS) in constructing steel structures is increasingly developing. For practical application, it is of great significance to study the ultimate behavior of cold-formed SHS and RHS steel tubes with different plate thicknesses systematically. In this paper, finite element models considering initial geometric defects, residual stress, and cold-formed effect were established and validated against available test data. Parametric anal
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TESTING OF ADDITIVELY MANUFACTURED STAINLESS STEEL MATERIAL AND CROSS-SECTIONS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.175.

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Powder bed fusion (PBF) additive manufacturing has the potential for significant impact on the construction industry due to its ability to produce complex and free-form components with high-precision. However, the size of components is limited by the build envelope of PBF machines. Laser welding offers a means of joining small individual PBF parts together to create larger-scale parts. This paper investigates the microstructure and material properties of stainless steel coupons with and without laser-welded joints, in conjunction with the structural performance of stainless steel circular holl
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PREDICTION OF ULTRALOW CYCLE FATIGUE DAMAGE OF THIN-WALLED STEEL BRIDGE PIERS. The Hong Kong Institute of Steel Construction, 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.9.

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Ultralow cycle fatigue (ULCF) failure was first observed on steel bridge piers in the Kobe earthquake, and the ultimate strength and ductility evaluation formulas of thin-walled steel bridge piers were established. In this study, parametric analysis of steel piers was carried out to study the influence of the structural parameters on the ULCF damage evolution. The evolution of the ULCF damage of the base metal, the deposited metal, and the heat-affected zones was studied based on two types of steel piers with hollow box and pipe sections. Then, practical formulas to predict the ULCF damage lev
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