Smart Structures and Systems

  • 제30권1호
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  • Pages.35-47
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  • 2022
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

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Digital engineering models for prefabricated bridge piers

  • Nguyen, Duy-Cuong (Department of Civil Engineering, Chung-Ang University) ;
  • Park, Seong-Jun (Center for Smart Construction Technology, Korea Expressway Corporation) ;
  • Shim, Chang-Su (Department of Civil Engineering, Chung-Ang University)
  • 투고 : 2021.08.26
  • 심사 : 2022.03.22
  • 발행 : 2022.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

Data-driven engineering is crucial for information delivery between design, fabrication, assembly, and maintenance of prefabricated structures. Design for manufacturing and assembly (DfMA) is a critical methodology for prefabricated bridge structures. In this study, a novel concept of digital engineering model that combined existing knowledge of DfMA with object-oriented parametric modeling technologies was developed. Three-dimensional (3D) geometry models and their data models for each phase of a construction project were defined for information delivery. Digital design models were used for conceptual design, including aesthetic consideration and possible variation during fabrication and assembly. The seismic performance of a bridge pier was evaluated by linking the design parameters to the calculated moment-curvature curves. Control parameters were selected to consider the tolerance control and revision of the digital models. Digitalized fabrication of the prefabricated members was realized using the digital fabrication model with G-code for a concrete printer or a robot. The fabrication error was evaluated and the design digital models were updated. The revised fabrication models were used in the preassembly simulation to guarantee constructability. For the maintenance of the bridge, the as-built information was defined for the prefabricated bridge piers. The results of this process revealed that data-driven information delivery is crucial for lifecycle management of prefabricated bridge piers.

키워드

과제정보

This research was conducted with the support of the "National R&D Project for Smart Construction Technology (No.21SMIP-A158708-02)" funded by the Korea Agency for Infrastructure Technology Advancement under the Ministry of Land, Infrastructure and Transport, and managed by the Korea Expressway Corporation. This research was also supported by the Chung-Ang University Young Scientist Scholarship in 2020.

참고문헌

  1. Alfieri, E., Seghezzi, E., Sauchelli, M., Di Giuda, G.M. and Masera, G. (2020), "A BIM-based approach for DfMA in building construction: framework and first results on an Italian case study", Architect. Eng. Des. Manag., 16(4), 247-269. https://doi.org/10.1080/17452007.2020.1726725
  2. Anton, A., Reiter, L., Wangler, T., Frangez, V., Flatt, R.J. and Dillenburger, B. (2021), "A 3D concrete printing prefabrication platform for bespoke columns", Automat. Constr., 122. https://doi.org/10.1016/j.autcon.2020.103467
  3. Bryden Wood Technology Limited (2017), Delivery Platforms for Government Assets, UK.
  4. Building and Construction Authority (2016), BIM for DfMA (Design for Manufacturing and Assembly) Essential Guide, Singapore.
  5. Culmo, M.P., Halling, M.W., Maguire, M. and Mertz, D. (2017), "Recommended guidelines for prefabricated bridge elements and systems tolerances and recommended guidelines for dynamic effects for bridge systems", No. NCHRP Project 12-98, Washington, DC National Academic of Sciences, Engineering, and Medicine, National Academies Press.
  6. Culmo, M.P., Marsh, L., Stanton, J. and Mertz, D. (2018), "Recommended AASHTO guide specifications for ABC design and construction", NCHRP Project 12-102. Washington, DC: National Academic of Sciences, Engineering, and Medicine, National Academies Press. https://doi.org/10.17226/25034
  7. Gao, S., Low, S.P. and Nair, K. (2018), "Design for manufacturing and assembly (DfMA): a preliminary study of factors influencing its adoption in Singapore", Architect. Eng. Des. Manag., 14(6), 440-456. https://doi.org/10.1080/17452007.2018.1502653
  8. Gaudilliere, N., Duballet, R., Bouyssou, C., Mallet, A., Roux, P., Zakeri, M. and Dirrenberger, J. (2018), "Large-scale additive manufacturing of ultra-high-performance concrete of integrated formwork for truss-shaped pillars", In: Robotic Fabrication in Architecture, Art and Design, pp. 459-472. https://doi.org/10.1007/978-3-319-92294-2_35
  9. Gbadamosi, A.Q., Oyedele, L., Mahamadu, A.M., Kusimo, H., Bilal, M., Delgado, J.M.D. and Muhammed-Yakubu, N. (2020), "Big data for Design Options Repository: Towards a DFMA approach for offsite construction", Automat. Constr., 120. https://doi.org/10.1016/j.autcon.2020.103388
  10. HM Government (2015), Digital Built Britain Level-3 Building Information Modelling - Strategic Plan, HM Government, London, UK.
  11. Jeon, C.H., Sim, C. and Shim, C.S. (2021), "The effect of wire rupture on flexural behavior of 45-year-old post-tensioned concrete bridge girders", Eng. Struct., 245. https://doi.org/10.1016/j.engstruct.2021.112842
  12. Jin, R., Gao, S., Cheshmehzangi, A. and Aboagye-Nimo, E. (2018), "A holistic review of off-site construction literature published between 2008 and 2018", J. Cleaner Prod., 202, 1202-1219. https://doi.org/10.1016/j.jclepro.2018.08.195
  13. Kim, M.K., McGovern, S., Belsky, M., Middleton, C. and Brilakis, I. (2016), "A suitability analysis of precast components for standardized bridge construction in the United Kingdom", Procedia Eng., 164, 188-195. https://doi.org/10.1016/j.proeng.2016.11.609
  14. Koem, C. (2020), "Prestressing levels of post-tensioned precast columns with continuous rebars at joints", Ph.D. Dissertation; Chung-Ang University, Seoul, Korea.
  15. Koem, C., Shim, C.S. and Park, S.J. (2016), "Seismic performance of prefabricated bridge columns with combination of continuous mild reinforcements and partially unbonded tendons", Smart Struct. Syst., Int. J., 17(4), 541-557. https://doi.org/10.12989/sss.2016.17.4.541
  16. Lee, K.M., Lee, Y.B., Shim, C.S. and Park, K.L. (2012), "Bridge information models for construction of a concrete box-girder bridge", Struct. Infrastr. Eng., 8(7), 687-703. https://doi.org/10.1080/15732471003727977
  17. Park, S., Koem, C. and Shim, C. (2020), "Quantitative Definition of Seismic Performance Levels for Precast Bridge Piers with Continuous Reinforcement", Adv. Civil Eng.
  18. Shim, C.S., Chung. C.H. and Kim, H.H. (2008), "Experimental evaluation of seismic performance of precast segmental bridge piers with a circular solid section", Eng. Struct., 30(12), 3782-3792. https://doi.org/10.1016/j.engstruct.2008.07.005
  19. Shim, C.S., Chung, C.H., Kim, I.K. and Kim, Y.J. (2010), "Development and Application of Precast Decks for Composite Bridges", Struct. Eng. Int., 20(2), 126-133. https://doi.org/10.2749/101686610791283623
  20. Shim, C.S., Lee, K.M., Kang, L.S., Hwang, J. and Kim, Y.H. (2012), "Three-Dimensional Information Model-Based Bridge Engineering in Korea", Struct. Eng. Int., 22(1), 8-13. https://doi.org/10.2749/101686612X13216060212834
  21. Shim, C.S., Kang, W.R., Dang, N.S. and Lee, D.K. (2017a), "Development of BIM-based bridge maintenance system for cable-stayed bridges", Smart Struct. Syst., Int. J., 20(6), 697-708. https://doi.org/10.12989/sss.2017.20.6.697
  22. Shim, C.S., Lee, S.Y., Park, S.J. and Koem, C. (2017b), "Experiments on prefabricated segmental bridge piers with continuous longitudinal reinforcing bars", Eng. Struct., 132, 671-683. https://doi.org/10.1016/j.engstruct.2016.11.070
  23. Shim, C.S., Dang, S.N. and Park, S.J. (2018), "Three-dimensional information delivery for design and construction of prefabricated bridge piers", Struct. Eng. Int., 28(1), 6-12. https://doi.org/10.1080/10168664.2018.1431378
  24. Shim, C.S., Dang, N.S., Lon, S. and Jeon, C.H. (2019), "Development of a bridge maintenance system for PSC bridges using 3D digital twin model", Struct. Infrastr. Eng., 15(10), 1319-1332. https://doi.org/10.1080/15732479.2019.1620789
  25. Sideris, P., Aref, A.J. and Filiatrault, A. (2015), "Experimental seismic performance of a hybrid sliding-rocking bridge for various specimen configurations and seismic loading conditions", J. Bridge Eng., 20(11). https://doi.org/10.1061/(ASCE)BE.1943-5592.0000742
  26. UK BIM Alliance (2019), "Information Management According to BS EN ISO 19650 (Guidance Part 1: Concepts)".
  27. Wang, Z., Ge, J. and Wei, H. (2014), "Seismic performance of precast hollow bridge piers with different construction details", Front. Struct. Civil Eng., 8(4), 399-413. https://doi.org/10.1007/s11709-014-0273-7
  28. Yuan, Z., Sun, C. and Wang, Y. (2018), "Design for Manufacture and Assembly-oriented parametric design of prefabricated buildings", Automat. Constr., 88, 13-22. https://doi.org/10.1016/j.autcon.2017.12.021