Design-to-Fabrication Workflow for Bending-Active Gridshells as Stay-in-Place Falsework and Reinforcement for Ribbed Concrete Shell Structures

Lotte Scheder-Bieschin (Aldinger); Kerstin Spiekermann; Mariana Popescu; Serban Bodea; Tom Van Mele; Philippe Block

doi:10.1007/978-3-031-13249-0_40

Design-to-Fabrication Workflow for Bending-Active Gridshells as Stay-in-Place Falsework and Reinforcement for Ribbed Concrete Shell Structures

Lotte Scheder-Bieschin (Aldinger), Kerstin Spiekermann, Mariana Popescu, Serban Bodea, Tom Van Mele, Philippe Block

Applied Mechanics

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

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Abstract

Facing the challenges of our environmental crisis, the AEC sector must significantly lower its carbon footprint and use of first-use resources. A specific target is the reduction of the amount of concrete used. Funicular structures that base their strength on their structurally-informed geometry allow for material efficiency. However, a bottleneck for their construction lies in their costly and wasteful formworks and complex reinforcement placement.

Original language	English
Title of host publication	Towards Radical Regeneration
Subtitle of host publication	Design Modelling Symposium 2022
Editors	Christoph Gengnagel, Olivier Baverel, Giovanni Betti, Mariana Popescu, Mette Ramsgaard Thomsen, Jan Wurm
Place of Publication	Cham
Publisher	Springer
Pages	501-515
Number of pages	15
ISBN (Print)	978-3-031-13249-0
DOIs	https://doi.org/10.1007/978-3-031-13249-0_40
Publication status	Published - 2022
Event	Design Modelling Symposium 2022 - University of the Arts, Berlin, Germany Duration: 24 Sep 2022 → 28 Sep 2022 https://design-modelling-symposium.de/

Conference

Conference	Design Modelling Symposium 2022
Country/Territory	Germany
City	Berlin
Period	24/09/22 → 28/09/22
Internet address	https://design-modelling-symposium.de/

Bibliographical note

Green Open Access added to TU Delft Institutional Repository 'You share, we take care!' - Taverne project https://www.openaccess.nl/en/you-share-we-take-care
Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

Keywords

Bending-active gridshell
Flexible formworks
Integrated formwork
Reinforcement
Ribbed concrete shell
COMPAS framework
FEA
Double-layered gridshell

Access to Document

10.1007/978-3-031-13249-0_40

Pages from 978-3-031-13249-0Final published version, 7.08 MB

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Scheder-Bieschin (Aldinger), L., Spiekermann, K., Popescu, M., Bodea, S., Van Mele, T., & Block, P. (2022). Design-to-Fabrication Workflow for Bending-Active Gridshells as Stay-in-Place Falsework and Reinforcement for Ribbed Concrete Shell Structures. In C. Gengnagel, O. Baverel, G. Betti, M. Popescu, M. R. Thomsen, & J. Wurm (Eds.), Towards Radical Regeneration: Design Modelling Symposium 2022 (pp. 501-515). Springer. https://doi.org/10.1007/978-3-031-13249-0_40

Scheder-Bieschin (Aldinger), Lotte ; Spiekermann, Kerstin ; Popescu, Mariana ; Bodea, Serban ; Van Mele, Tom ; Block, Philippe. / Design-to-Fabrication Workflow for Bending-Active Gridshells as Stay-in-Place Falsework and Reinforcement for Ribbed Concrete Shell Structures. Towards Radical Regeneration: Design Modelling Symposium 2022. editor / Christoph Gengnagel ; Olivier Baverel ; Giovanni Betti ; Mariana Popescu ; Mette Ramsgaard Thomsen ; Jan Wurm. Cham : Springer, 2022. pp. 501-515

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title = "Design-to-Fabrication Workflow for Bending-Active Gridshells as Stay-in-Place Falsework and Reinforcement for Ribbed Concrete Shell Structures",

abstract = "Facing the challenges of our environmental crisis, the AEC sector must significantly lower its carbon footprint and use of first-use resources. A specific target is the reduction of the amount of concrete used. Funicular structures that base their strength on their structurally-informed geometry allow for material efficiency. However, a bottleneck for their construction lies in their costly and wasteful formworks and complex reinforcement placement.",

keywords = "Bending-active gridshell, Flexible formworks, Integrated formwork, Reinforcement, Ribbed concrete shell, COMPAS framework, FEA, Double-layered gridshell",

author = "{Scheder-Bieschin (Aldinger)}, Lotte and Kerstin Spiekermann and Mariana Popescu and Serban Bodea and {Van Mele}, Tom and Philippe Block",

note = "Green Open Access added to TU Delft Institutional Repository 'You share, we take care!' - Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.; Design Modelling Symposium 2022 ; Conference date: 24-09-2022 Through 28-09-2022",

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doi = "10.1007/978-3-031-13249-0_40",

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Scheder-Bieschin (Aldinger), L, Spiekermann, K, Popescu, M, Bodea, S, Van Mele, T & Block, P 2022, Design-to-Fabrication Workflow for Bending-Active Gridshells as Stay-in-Place Falsework and Reinforcement for Ribbed Concrete Shell Structures. in C Gengnagel, O Baverel, G Betti, M Popescu, MR Thomsen & J Wurm (eds), Towards Radical Regeneration: Design Modelling Symposium 2022. Springer, Cham, pp. 501-515, Design Modelling Symposium 2022, Berlin, Germany, 24/09/22. https://doi.org/10.1007/978-3-031-13249-0_40

Design-to-Fabrication Workflow for Bending-Active Gridshells as Stay-in-Place Falsework and Reinforcement for Ribbed Concrete Shell Structures. / Scheder-Bieschin (Aldinger), Lotte; Spiekermann, Kerstin; Popescu, Mariana; Bodea, Serban; Van Mele, Tom; Block, Philippe.

Towards Radical Regeneration: Design Modelling Symposium 2022. ed. / Christoph Gengnagel; Olivier Baverel; Giovanni Betti; Mariana Popescu; Mette Ramsgaard Thomsen; Jan Wurm. Cham : Springer, 2022. p. 501-515.

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

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T1 - Design-to-Fabrication Workflow for Bending-Active Gridshells as Stay-in-Place Falsework and Reinforcement for Ribbed Concrete Shell Structures

AU - Scheder-Bieschin (Aldinger), Lotte

AU - Spiekermann, Kerstin

AU - Popescu, Mariana

AU - Bodea, Serban

AU - Van Mele, Tom

AU - Block, Philippe

N1 - Green Open Access added to TU Delft Institutional Repository 'You share, we take care!' - Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

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AB - Facing the challenges of our environmental crisis, the AEC sector must significantly lower its carbon footprint and use of first-use resources. A specific target is the reduction of the amount of concrete used. Funicular structures that base their strength on their structurally-informed geometry allow for material efficiency. However, a bottleneck for their construction lies in their costly and wasteful formworks and complex reinforcement placement.

KW - Bending-active gridshell

KW - Flexible formworks

KW - Integrated formwork

KW - Reinforcement

KW - Ribbed concrete shell

KW - COMPAS framework

KW - FEA

KW - Double-layered gridshell

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DO - 10.1007/978-3-031-13249-0_40

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EP - 515

BT - Towards Radical Regeneration

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A2 - Baverel, Olivier

A2 - Betti, Giovanni

A2 - Popescu, Mariana

A2 - Thomsen, Mette Ramsgaard

A2 - Wurm, Jan

PB - Springer

CY - Cham

T2 - Design Modelling Symposium 2022

Y2 - 24 September 2022 through 28 September 2022

ER -

Scheder-Bieschin (Aldinger) L, Spiekermann K, Popescu M, Bodea S, Van Mele T, Block P. Design-to-Fabrication Workflow for Bending-Active Gridshells as Stay-in-Place Falsework and Reinforcement for Ribbed Concrete Shell Structures. In Gengnagel C, Baverel O, Betti G, Popescu M, Thomsen MR, Wurm J, editors, Towards Radical Regeneration: Design Modelling Symposium 2022. Cham: Springer. 2022. p. 501-515 https://doi.org/10.1007/978-3-031-13249-0_40

Design-to-Fabrication Workflow for Bending-Active Gridshells as Stay-in-Place Falsework and Reinforcement for Ribbed Concrete Shell Structures

Abstract

Conference

Bibliographical note

Keywords

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