Two Year Exposure of 3D Printed Cementitious Columns in a High Alpine Environment


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Date

2022

Publication Type

Conference Paper

ETH Bibliography

yes

Citations

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Abstract

While digital fabrication technologies with concrete have focused primarily on process development and compressive strength in terms of performance, more recently studies evaluating the durability performance of 3D printed cementitious materials have started to appear. To date, however, no field performance assessments have been published regarding 3D printed cementitious materials. In this study, we present the condition of bespoke 3D printed columns that have been exposed to the high alpine environment of Riom-Parsonz, Switzerland, for a period of two years. Damage levels are variable from column to column, often appearing as vertically oriented cracks that can also track along weak layer interfaces. The damage is conjectured to be linked primarily to freeze-thaw damage and/or thermal or differential shrinkage strains. The link between column design and damage is discussed in depth, in particular as it relates to the current predominant use case of 3D printed cementitious materials as a lost formwork.

Publication status

published

Book title

Third RILEM International Conference on Concrete and Digital Fabrication

Volume

37

Pages / Article No.

182 - 187

Publisher

Springer

Event

3rd RILEM International Conference on Concrete and Digital Fabrication (Digital Concrete 2022)

Edition / version

Methods

Software

Geographic location

Date collected

Date created

Subject

3D printing; Digital fabrication; Concrete; Durability; Field exposure

Organisational unit

03891 - Flatt, Robert J. / Flatt, Robert J. check_circle
02284 - NFS Digitale Fabrikation / NCCR Digital Fabrication

Notes

Conference lecture held on June 29, 2022.

Funding

141853 - Digital Fabrication - Advanced Building Processes in Architecture (SNF)
205604 - NCCR Digital Fabrication: Innovative Building Processes in Architecture (phase III) (SNF)

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