Sustainable Performance of a Modular Building System Made of Built-Up Cold-Formed Steel Beams

Kajaharan Thirunavukkarasu, Elilarasi Kanthasamy, Gatheeshgar Perampalam, Keerthan Poologanathan*, Heshachanaa Rajanayagam, Thadshajini Suntharalingam, Madhushan Dissanayake Mudiyanselage

*Corresponding author for this work

    Research output: Contribution to journalArticlepeer-review

    38 Citations (Scopus)
    81 Downloads (Pure)

    Abstract

    Modular Building System (MBS) offers numerous benefits in terms of productivity, sustainability and safety. Therefore, MBS is considered as a viable option to sort out housing crisis in Britain as well as to drive Britain towards sustainable construction. Development in materials, manufacturing techniques, connection types and structural designs with respect to offsite construction is essential to achieve sustainable goals. Recent advancements in steel manufacturing including Cold-Formed Steel (CFS) has showed potential benefits in structural performance compared to concrete and timber. Meanwhile, researches were conducted to enhance the structural capacities of CFS sections by introducing different cross-sections, composite sections and techniques including optimization. Built-up sections were developed by connecting more than one channel sections and various research studies were conducted to assess the structural performances. However, sustainable performance of built-up sections in modular constructions is still unknown. Hence, this paper intends to develop a MBS using built-up sections for better sustainable performance. Literature review was carried out on sustainability benefits of MBS in terms of economic, environment and social aspects. In addition to that, numerical analysis was performed to investigate the flexural capacity of built-up sections with different screw arrangements to address the sustainable aspects of modular construction by introducing novel sections. The numerical description, results and validations are also stated. Numerical results revealed that flexural capacities of built-up sections are improved up to 156% than that of single sections. Finally, the utilization of built-up sections in the modular construction with sustainability enhancement is addressed and illustrated in a conceptual diagram.
    Original languageEnglish
    Article number460
    Number of pages37
    JournalBuildings
    Volume11
    Issue number10
    DOIs
    Publication statusPublished - 8 Oct 2021

    Keywords

    • Built-up sections
    • Cold-formed steel
    • Modern methods of construction
    • Modular building system
    • Numerical analysis
    • Sustainability

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