Structural design and testing of digitally manufactured concrete structures

Publikation: Beitrag in Buch/Konferenzbericht/Sammelband/GutachtenBeitrag in Buch/Sammelband/GutachtenBeigetragenBegutachtung

Beitragende

  • Domenico Asprone - , University of Naples Federico II (Autor:in)
  • Costantino Menna - , University of Naples Federico II (Autor:in)
  • Freek Bos - , Eindhoven University of Technology (Autor:in)
  • Jaime Mata-Falcón - , ETH Zurich (Autor:in)
  • Liberato Ferrara - , Polytechnic University of Milan (Autor:in)
  • Ferdinando Auricchio - , University of Pavia (Autor:in)
  • Ezio Cadoni - , University of Applied Sciences and Arts of Southern Switzerland (Autor:in)
  • Vítor M.C.F. Cunha - , Universidade do Minho (Autor:in)
  • Laura Esposito - , University of Naples Federico II (Autor:in)
  • Asko Fromm - , Technische Universität Braunschweig (Autor:in)
  • Steffen Grünewald - , Ghent University, Technische Universität Delft (Autor:in)
  • Harald Kloft - , Technische Universität Braunschweig (Autor:in)
  • Viktor Mechtcherine - , Professur für Baustoffe (Autor:in)
  • Venkatesh Naidu Nerella - , Professur für Baustoffe (Autor:in)
  • Roel Schipper - , Technische Universität Delft (Autor:in)

Abstract

The form freedom enabled by digital fabrication with concrete technologies provides advantages for a wide range of concrete based objects, from architectural to structural elements. The current chapter focuses on the specifics of structural design and engineering of DFC with emphasis on those technologies based on Additive Manufacturing with extrusion. Since it is a new and innovative way to build, a clear common approach to structural engineering has not yet been developed. As a result, this chapter aims to introduce the specific challenges of structural design and engineering with the additive manufacturing technology, providing an overview of structural typologies that have been developed (especially concerning the reinforcement strategies, including fibre reinforcement). Furthermore, the structural principles adopted in DFC and the codified approaches used in conventional reinforced concrete is compared, and putative structural testing procedures and validation methods for DFC are reported.

Details

OriginalspracheEnglisch
TitelRILEM State-of-the-Art Reports
Herausgeber (Verlag)Springer Science and Business Media B.V.
Seiten187-222
Seitenumfang36
PublikationsstatusVeröffentlicht - 2022
Peer-Review-StatusJa

Publikationsreihe

ReiheRILEM State-of-the-Art Reports
Band36
ISSN2213-204X