000015164 001__ 15164
000015164 005__ 20241216133640.0
000015164 0247_ $$2DOI$$a10.24355/dbbs.084-202408190755-0
000015164 037__ $$aCONFERENCE
000015164 039_9 $$a2024-12-16 13:36:40$$b0$$c2024-12-16 09:54:52$$d1002029$$c2024-12-10 11:56:43$$d0$$y2024-12-10 11:56:34$$z1000099
000015164 041__ $$aeng
000015164 245__ $$aStructural behavior of 3D printed load bearing elements
000015164 260__ $$aBraunschweig, Germany$$bTechnische Universität Braunschweig
000015164 269__ $$a2024-09
000015164 300__ $$a10 p.
000015164 506__ $$avisible
000015164 520__ $$9eng$$a3D 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.
000015164 540__ $$acorrect
000015164 592__ $$aHEPIA - Genève
000015164 592__ $$binPACT - Institut du patrimoine construit, d’architecture, de la construction et du territoire
000015164 592__ $$cIngénierie et Architecture
000015164 6531_ $$9eng$$a3DP structural elements
000015164 6531_ $$9eng$$aload bearing / structural
000015164 6531_ $$9eng$$aconcrete
000015164 6531_ $$9eng$$afiber reinforced concrete
000015164 6531_ $$9eng$$amechanical performance
000015164 655_7 $$apublished full paper
000015164 700__ $$aBaz, Bilal A.$$uHolcim Innovation Center, France
000015164 700__ $$aNana, W. Serge Auguste$$uHolcim Innovation Center, France
000015164 700__ $$aRegnault de la Mothe, Loïc$$uHolcim Innovation Center, France
000015164 700__ $$aFlorentin, Jérôme$$uPlurial Novilia, Groupe ActionLogement, France
000015164 700__ $$aOuedraogo, Kouka Amed Jeremy$$uAmodis, Amocer Group, France
000015164 700__ $$aCardia, Gianluca$$uAmodis, Amocer Group, France
000015164 700__ $$aUgwu, Chikaeze$$uPERI 3D Construction GmbH, Germany
000015164 700__ $$aWerzinger, Matthias$$uPERI 3D Construction GmbH, Germany
000015164 700__ $$aMeyer-Brötz, Fabian$$uPERI 3D Construction GmbH, Germany
000015164 700__ $$aBennani, Abdelkrim$$uSchool of Engineering, Architecture and Landscape (HEPIA), HES-SO // University of Applied Sciences and Arts Western Switzerland
000015164 700__ $$aLombois-Burger, Hélène$$uHolcim Innovation Center, France
000015164 711__ $$a4th RILEM International Conference on Concrete and Digital Fabrication$$cMunich, Germany$$d2024-09-04$$m2024-09-06
000015164 773__ $$tDigital Concrete 2024 - Supplementary Proceedings$$j2024
000015164 8564_ $$uhttps://arodes.hes-so.ch/record/15164/files/Bennani_2024_Structural_Behavior_3D.pdf$$yPublished version$$94efbedc2-0763-4b88-86df-c9f61fe81934$$s1373514
000015164 906__ $$aGOLD
000015164 909CO $$ooai:hesso.tind.io:15164$$pGLOBAL_SET
000015164 950__ $$aaucun
000015164 980__ $$aconference
000015164 981__ $$aconference