@article{Baz:15164,
      recid = {15164},
      author = {Baz, Bilal A. and Nana, W. Serge Auguste and Regnault de  la Mothe, Loïc and Florentin, Jérôme and Ouedraogo, Kouka  Amed Jeremy and Cardia, Gianluca and Ugwu, Chikaeze and  Werzinger, Matthias and Meyer-Brötz, Fabian and Bennani,  Abdelkrim and Lombois-Burger, Hélène},
      title = {Structural behavior of 3D printed load bearing elements},
      publisher = {Technische Universität Braunschweig},
      journal = {Digital Concrete 2024 - Supplementary Proceedings},
      address = {Braunschweig, Germany. 2024-09},
      number = {CONFERENCE},
      pages = {10 p.},
      abstract = {3D Printing technology is rapidly reshaping the  construction industry as an innovative and sustainable  building solution. Printing elements with structural and  load bearing functions, using concrete material is among  the considered solutions.
The present study aims to  demonstrate the ability of using 3D printed elements as  fully structural. A comprehensive experimental program has  been implemented to demonstrate this structural capability  for 3D Printed element as the technology is presently  outside construction codes. The program compares, in the  same production and curing conditions, the mechanical  behavior of cast in molds material, 3D printed material,  and the associated l performance of structural elements at  real scale. The material used was a one-component (1k)  ink.
Reliable correlations between material scales and  large-scale elements can be established. However, a larger  design safety margin than stated in the codes for  conventionally cast concrete needs to be considered  presently.},
      url = {http://arodes.hes-so.ch/record/15164},
      doi = {https://doi.org/10.24355/dbbs.084-202408190755-0},
}