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Fundamentals of Development for Adaptive Formwork for Free Formed Concrete Shells and Walls (2014-12)

10.1002/bate.201400081

Michel Matthias,  Knaack Ulrich
Journal Article - Bautechnik, Vol. 91, Iss. 12, pp. 845-853

Abstract

In the case of curved concrete structures, the formwork determines the cost significantly. Form-active, free-form concrete structures such as formwork structures are efficient load-bearing systems, but are often uneconomical due to high formwork costs. Changeable formwork for such in-situ concrete structures, which can be used several times and can be computer-assisted into different shapes, will have a positive impact on the implementation and distribution of such structures. This article reports on the findings of basic research into adaptive two-sided formwork systems for in-situ concrete shells and walls, which is being carried out as part of the DFG priority program 'Lightweight construction with concrete'. It describes the typologies of actuator-shell systems found, their various modes of operation, requirements and geometric laws. The development of a material structure is used to deal with the inherent contradiction that an adaptive formwork material must withstand high fresh concrete pressures, but at the same time be 'soft' for forming.

BibTeX
@article{mich_knaa.2014.FoDfAFfFFCSaW,
  author            = "Matthias Michel and Ulrich Knaack",
  title             = "Fundamentals of Development for Adaptive Formwork for Free Formed Concrete Shells and Walls",
  doi               = "10.1002/bate.201400081",
  year              = "2014",
  journal           = "Bautechnik",
  volume            = "91",
  number            = "12",
  pages             = "845--853",
}
Formatted Citation

M. Michel and U. Knaack, “Fundamentals of Development for Adaptive Formwork for Free Formed Concrete Shells and Walls”, Bautechnik, vol. 91, no. 12, pp. 845–853, 2014, doi: 10.1002/bate.201400081.

Michel, Matthias, and Ulrich Knaack. “Fundamentals of Development for Adaptive Formwork for Free Formed Concrete Shells and Walls”. Bautechnik 91, no. 12 (2014): 845–53. https://doi.org/10.1002/bate.201400081.