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Material-Informed Formwork Geometry (2021-09)

The Effects of Cross-Sectional Variation and Patterns on the Strength of 3D Printed Eggshell Formworks

10.3929/ethz-b-000504982

 Burger Joris,  Wangler Timothy, Chiu Yu-Hung, Techathuvanun Chanon,  Gramazio Fabio,  Kohler Matthias,  Lloret-Fritschi Ena
Contribution - Proceedings of the 39th International Conference on Education and Research in Computer Aided Architectural Design in Europe

Abstract

Fused deposition modelling (FDM) 3D printing of formworks for concrete has the potential to increase geometric freedom in concrete construction. However, one major limitation of FDM printed formworks is that they are fragile and often cannot support the hydrostatic pressure exerted by the concrete. The research project 'Eggshell' combines robotic 3D printing of formwork with the casting of a fast-hardening concrete to reduce hydrostatic pressure to a minimum. Eggshell can be used to fabricate architectural-scale building components; however, knowledge of the influence formwork geometry has on the hydrostatic pressure resistance is still sparse, resulting in unexpected breakages of the formwork. This paper presents an empirical study into the breakage behaviour of FDM printed formworks when subjected to hydrostatic pressure. Firstly, the study aims to give a first insight into the breakage behaviour of formworks with a constant cross-section by casting a self-compacting concrete into the formwork until breakage. Then, we investigate if three-dimensional patterning of the formwork can have a beneficial effect on the breakage behaviour. Finally, the preliminary results are validated through the fabrication of two full-scale columns. The empirical results point towards the fact that sharp corners in formworks are weaker compared to rounded corners. Although the presented results are still preliminary, they mark an important step in the development of reliable design and fabrication strategies using 3D printed formworks.

6 References

  1. Burger Joris, Lloret-Fritschi Ena, Scotto Fabio, Demoulin Thibault et al. (2020-04)
    Eggshell:
    Ultra-Thin Three-Dimensional Printed Formwork for Concrete Structures
  2. Burger Joris, Lloret-Fritschi Ena, Taha Nizar, Scotto Fabio et al. (2020-07)
    Design and Fabrication of a Non-Standard, Structural Concrete Column Using Eggshell:
    Ultra-Thin, 3D Printed Formwork
  3. Lloret-Fritschi Ena, Scotto Fabio, Gramazio Fabio, Kohler Matthias et al. (2018-09)
    Challenges of Real-Scale Production with Smart Dynamic Casting
  4. Lloret-Fritschi Ena, Shahab Amir, Linus Mettler, Flatt Robert et al. (2014-03)
    Complex Concrete Structures:
    Merging Existing Casting Techniques with Digital Fabrication
  5. Lloret-Fritschi Ena, Wangler Timothy, Gebhard Lukas, Mata-Falcón Jaime et al. (2020-05)
    From Smart Dynamic Casting to a Growing Family of Digital Casting Systems
  6. Reiter Lex, Wangler Timothy, Anton Ana-Maria, Flatt Robert (2020-05)
    Setting-on-Demand for Digital Concrete:
    Principles, Measurements, Chemistry, Validation

6 Citations

  1. Wangler Timothy, Vangen Kathrina, Burger Joris, Flatt Robert (2024-05)
    Digital Fabrication Material-Processing-Strategy for Bespoke Low-Clinker Mass-Concrete Components
  2. Burger Joris, Lloret-Fritschi Ena, Akerman Marc, Schwendemann Daniel et al. (2023-11)
    Circular Formwork:
    Recycling of 3D Printed Thermoplastic Formwork for Concrete
  3. Wang Shih-Yuan, Liong Sze-Teng, Gan Y., Sheng Yu-Ting (2023-10)
    Cost-Effective Concrete Fabrication for Large Irregularly Shaped Architectural Structures
  4. Mozaffari Salma, Bruce Mackenzie, Clune Gabrielle, Xie Ruxin et al. (2023-06)
    Digital Design and Fabrication of Clay Formwork for Concrete Casting
  5. Burger Joris, Aejmelaeus-Lindström Johan, Gürel Şeyma, Niketić Filip et al. (2023-02)
    Eggshell Pavilion:
    A Reinforced Concrete Structure Fabricated Using Robotically 3D Printed Formwork
  6. Burger Joris, Huber Tobias, Lloret-Fritschi Ena, Mata-Falcón Jaime et al. (2022-10)
    Design and Fabrication of Optimised Ribbed Concrete Floor Slabs Using Large-Scale 3D Printed Formwork

BibTeX
@inproceedings{burg_wang_chiu_tech.2021.MIFG,
  author            = "Joris Jan Burger and Timothy Paul Wangler and Yu-Hung Chiu and Chanon Techathuvanun and Fabio Gramazio and Matthias Daniel Kohler and Ena Lloret-Fritschi",
  title             = "Material-Informed Formwork Geometry: The Effects of Cross-Sectional Variation and Patterns on the Strength of 3D Printed Eggshell Formworks",
  doi               = "10.3929/ethz-b-000504982",
  year              = "2021",
  booktitle         = "Proceedings of the 39th International Conference on Education and Research in Computer Aided Architectural Design in Europe",
  editor            = "Vesna Stojaković and Bojan Tepavčević",
}
Formatted Citation

J. J. Burger, “Material-Informed Formwork Geometry: The Effects of Cross-Sectional Variation and Patterns on the Strength of 3D Printed Eggshell Formworks”, in Proceedings of the 39th International Conference on Education and Research in Computer Aided Architectural Design in Europe, 2021. doi: 10.3929/ethz-b-000504982.

Burger, Joris Jan, Timothy Paul Wangler, Yu-Hung Chiu, Chanon Techathuvanun, Fabio Gramazio, Matthias Daniel Kohler, and Ena Lloret-Fritschi. “Material-Informed Formwork Geometry: The Effects of Cross-Sectional Variation and Patterns on the Strength of 3D Printed Eggshell Formworks”. In Proceedings of the 39th International Conference on Education and Research in Computer Aided Architectural Design in Europe, edited by Vesna Stojaković and Bojan Tepavčević, 2021. https://doi.org/10.3929/ethz-b-000504982.