Large Scale Testing of Digitally Fabricated Concrete (DFC) Elements

被引:29
作者
Bos, Freek [1 ]
Wolfs, Rob [1 ]
Ahmed, Zeeshan [1 ]
Salet, Theo [1 ,2 ]
机构
[1] Eindhoven Univ Technol, Eindhoven, Netherlands
[2] Witteveen Bos Consulting Engn, Deventer, Netherlands
来源
FIRST RILEM INTERNATIONAL CONFERENCE ON CONCRETE AND DIGITAL FABRICATION - DIGITAL CONCRETE 2018 | 2019年 / 19卷
关键词
3D Concrete Printing (3DCP); Experimental testing; Scale effect; Additive manufacturing; PERFORMANCE;
D O I
10.1007/978-3-319-99519-9_12
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Case study projects based on Digitally Fabricated Concrete (DFC) are presented in an increasing pace around the globe. Generally, though, it is not reported what structural requirements (if any) these structures meet and how compliance to these requirements was established. Published material research is often not connected to the presented case studies, and even when it is, it is not necessarily obvious their small scale results can be applied to full scale structures as some scale effects should be anticipated. Caution is required as DFC related material tests are still under development and scale effects in DFC have hardly been studied. Therefore, it is recommendable to perform large scale testing, in the range of 1:5 to 1:1, if DFC is applied to actual use structures. This paper presents such testing for two projects, a pavilion in Denmark (not realized) and a bridge in the Netherlands (realized). In both cases, elements printed with the 3D Concrete Printing facility of the Eindhoven University of Technology were intended for actual load bearing performance. The conservative designs past the test requirements, but nevertheless some important findings with regard to element manufacturing and structural behaviour were experienced. It is concluded that large scale testing remains advisable for DFC structures as long as not all relevant aspects of the technology are quantitatively understood, at least when new concepts are being applied.
引用
收藏
页码:129 / 147
页数:19
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