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Experimental Study of a Single-Layer Free-Form Envelope Node Under Axial Loadings

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Abstract

For a single-layer structure system, a specific node system with axial and moment capacities is required. In particular, sufficient axial strength is necessary, because membrane stress is typically the dominant distributed stress throughout the structure. In this study, to assess the safety of the proposed FREE (flexible, resilient, efficient, and economical) node in sustaining tensile and compressive forces, the failure and ultimate strengths are obtained under monotonic and cyclic loads. The implemented tests are mainly classified into two. A welding connection type test is performed to evaluate the capacity of the node subjected to monotonic loading. To investigate the stiffness of the entire system, a bolted connection was tested under monotonic loading. Results showed that the FREE node could safely sustain tensile forces. The yield load of specimens T-Mo-N1 and N2 (432 and 434 kN) satisfy the required capacity 250 kN. However, when the node was subjected to compressive force (considering specimens C-Mo-N and C-Mo-B6), bending moment occurred, such that the total strength significantly decreased. A hollow sphere reinforced by an additional steel plate was found to provide satisfactory strength and results. The yield load is 768 kN that satisfy required capacity (435 kN). Consequently, the improved FREE node had excellent capacity for axial forces.

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Data availability

The data that support the findings of this study are available from the corresponding author, upon reasonable request.

References

  1. Sanchez‐Alvarez J (2010) Practical aspects determining the modelling of the space structure for the free-form envelope enclosing Baku’s Heydar Aliyev Cultural Centre. In: Symposium of the international association for shell and spatial structures, 50th, Valencia: Editorial de la Universitat Politécnica de Valencia, pp 1263–1274

  2. Hwang K-J (2010) Advanced investigations of grid spatial structures considering various connection systems. Dissertation, Universität Stuttgart

  3. Schlaich J, Bergermann R (1988) Process for producing a curved, in particular doubly curved, framework which is formed by means of bars and has triangular meshes. Patent Application DE 3715228A1 In: German Patent Office, Germany. https://g.co/kgs/DedbaQ

  4. Schlaich J, Schober H, Knippers J (1999) Bahnsteigüberdachung Fernbahnhof Berlin-Spandau. Stahlbau 68:1022–1028. https://doi.org/10.1002/stab.199903550

    Article  Google Scholar 

  5. Schlaich J, Schober H, Helbig T (2001) Eine verglaste Netzschale: Dach und Skulptur-DG Bank am Pariser Platz in Berlin. Bautechnik 78(7):457–463. https://doi.org/10.1002/bate.200103010

    Article  Google Scholar 

  6. Stephan S, Sánchez-Alvarez J, Knebel K (2004) Stabwerke auf Freiformflächen. Stahlbau 73(8):562–572. https://doi.org/10.1002/stab.200490149

    Article  Google Scholar 

  7. Kraus P (1996) Knot piece for double-curved lattice support structures, especially in single-layer design. Patent application DE 4224663C1 In: German Patent Office, Germany. https://g.co/kgs/oLh1w9

  8. Schober H, Kürschner K, Jungjohann H (2004) Neue Messe Mailand-Netzstruktur und Tragverhalten einer Freiformfläche. Stahlbau 73(8):541–551. https://doi.org/10.1002/stab.200490146

    Article  Google Scholar 

  9. Sischka J, Brown S, Handel E, Zenkner G (2001) Die Überdachung des Great Court im British Museum in London. Stahlbau 70(7):492–502. https://doi.org/10.1002/stab.200101690

    Article  Google Scholar 

  10. Ramaswamy G, Eekhout M, Suresh G (2002) Analysis, design, and construction of steel space frames. Thomas Telford

  11. Knippers J, Helbig T (2008) Vom Entwurf bis zur Ausführung frei geformter Netzschalen– eine Prozesskette. Stahlbau 77(S1):10–15. https://doi.org/10.1002/stab.200810026

    Article  Google Scholar 

  12. Lan TT (1999) Space frame structures. Struct Eng Handb 24(1–24):50

    Google Scholar 

  13. Oh J, Lee K-J, Ju Y-K, Woo W-T, Kim S-D (2011) Finite element analysis for the development of node of single-layered free-form structure. J Korean Assoc Spatial Struct 11:137–145. https://doi.org/10.9712/KASS.2011.11.3.137

    Article  Google Scholar 

  14. Oh J, Ju YK, Hwang K-J, Kim S-D, Lho S-H (2016) FREE node for a single-layer free-form envelope subjected to bending moment. Eng Struct 106:25–35. https://doi.org/10.1016/j.engstruct.2015.09.030

    Article  Google Scholar 

  15. Oh J, Ju YK, Kim S-D, Hwang K-J, Chung K-R (2012) Cast iron joint for single-layer space structure subjected to axial loadings. In: Proceedings of the AMPT

  16. Hwang K-J, Ju YK, Oh J, Chung K-R, Kim S-D (2011) Bending tests on an advanced spherical node system in the steel free form spatial structure. In: Proceedings of the ISSS

  17. Anderson D, Czajewski Z, Clarke S, Feltham I, Geeson P, Karczmarczyk M et al (2008) The Arup Journal: Zlote Tarasy, Warsaw, Poland, pp 31–53

  18. Architectural Institute of Korea. KDS (2019) 41 31 00

  19. Korean Standards Association. Korean Industrial Standards (2018) KS B 0802

  20. Kim Y-J, Kim M-H, Jung I-Y, Ju YK, Kim S-D (2011) Experimental investigation of the cyclic behavior of nodes in diagrid structures. Eng Struct 33(7):2134–2144. https://doi.org/10.1016/j.engstruct.2011.03.004

    Article  Google Scholar 

  21. Kim Y-J, Jung I-Y, Ju Y-K, Park S-J, Kim S-D (2010) Cyclic behavior of diagrid nodes with H-section braces. J Struct Eng 136(9):1111–1122. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000203

    Article  Google Scholar 

Download references

Acknowledgements

The content of the article is based on a chapter of the first author’s unpublished doctoral thesis, which has been revised and expanded in this paper. This work was supported by the National Research Foundation of Korea (NRF) grant funded by the Korea government (MSIT) (Nos. 2021R1A2C1095145 and 2022R1C1C1003594).

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Correspondence to Jaehoon Bae.

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Oh, J., Bae, J. Experimental Study of a Single-Layer Free-Form Envelope Node Under Axial Loadings. Int J Civ Eng 22, 421–433 (2024). https://doi.org/10.1007/s40999-023-00897-3

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