Triaxial compression testing on early age concrete for numerical analysis of 3D concrete printing

Rob Wolfs (Corresponding author), Freek Bos, Theo Salet

Research output: Contribution to journalArticleAcademicpeer-review

1 Citation (Scopus)

Abstract

In 3D concrete printing processes, two competing modes of failure are distinguished: material failure by plastic yielding, and elastic buckling failure through local or global instability. Structural analysis may be performed to assess if, and how, an object may fail during printing. This requires input in the form of transient material properties obtained from experimental testing on early age concrete. In this study, a custom triaxial compression test setup was developed, to characterize all essential parameters to assess failure by elastic buckling, and material yielding according to the Mohr-Coulomb criterion. The results of the triaxial tests were compared to simultaneously run unconfined uniaxial compression tests and ultrasonic wave transmission tests. The correlation between these experimental methods was reviewed. It was concluded that the triaxial compression test is an appropriate method to determine all relevant transient properties from one series of experiments. Subsequently, the experimental results were used for structural analyses of straight printed walls of different lengths with a Finite Element Modelling approach. These walls have been printed up to failure during print trials and the results were compared to the numerical predictions. The failure mode is predicted accurately by the numerical model, as is the critical height at which failure occurs for relatively small objects. For larger objects and/or longer printing processes, the quantitative agreement of the critical height with the print experiments could be improved. Two possible causes for this deviation are discussed.

LanguageEnglish
Article number103344
Number of pages12
JournalCement & Concrete Composites
Volume104
DOIs
StatePublished - 1 Nov 2019

Fingerprint

Compression testing
Printing
Numerical analysis
Concretes
Buckling
Ultrasonic transmission
Structural analysis
Failure modes
Numerical models
Materials properties
Compaction
Experiments
Plastics
Testing

Keywords

  • 3D printing
  • Finite element modelling
  • Fresh concrete
  • Mechanical properties
  • Triaxial tests

Cite this

@article{64368c3a07f34f01b6e8c5517bd5b3b9,
title = "Triaxial compression testing on early age concrete for numerical analysis of 3D concrete printing",
abstract = "In 3D concrete printing processes, two competing modes of failure are distinguished: material failure by plastic yielding, and elastic buckling failure through local or global instability. Structural analysis may be performed to assess if, and how, an object may fail during printing. This requires input in the form of transient material properties obtained from experimental testing on early age concrete. In this study, a custom triaxial compression test setup was developed, to characterize all essential parameters to assess failure by elastic buckling, and material yielding according to the Mohr-Coulomb criterion. The results of the triaxial tests were compared to simultaneously run unconfined uniaxial compression tests and ultrasonic wave transmission tests. The correlation between these experimental methods was reviewed. It was concluded that the triaxial compression test is an appropriate method to determine all relevant transient properties from one series of experiments. Subsequently, the experimental results were used for structural analyses of straight printed walls of different lengths with a Finite Element Modelling approach. These walls have been printed up to failure during print trials and the results were compared to the numerical predictions. The failure mode is predicted accurately by the numerical model, as is the critical height at which failure occurs for relatively small objects. For larger objects and/or longer printing processes, the quantitative agreement of the critical height with the print experiments could be improved. Two possible causes for this deviation are discussed.",
keywords = "3D printing, Finite element modelling, Fresh concrete, Mechanical properties, Triaxial tests",
author = "Rob Wolfs and Freek Bos and Theo Salet",
year = "2019",
month = "11",
day = "1",
doi = "10.1016/j.cemconcomp.2019.103344",
language = "English",
volume = "104",
journal = "Cement & Concrete Composites",
issn = "0958-9465",
publisher = "Elsevier",

}

TY - JOUR

T1 - Triaxial compression testing on early age concrete for numerical analysis of 3D concrete printing

AU - Wolfs,Rob

AU - Bos,Freek

AU - Salet,Theo

PY - 2019/11/1

Y1 - 2019/11/1

N2 - In 3D concrete printing processes, two competing modes of failure are distinguished: material failure by plastic yielding, and elastic buckling failure through local or global instability. Structural analysis may be performed to assess if, and how, an object may fail during printing. This requires input in the form of transient material properties obtained from experimental testing on early age concrete. In this study, a custom triaxial compression test setup was developed, to characterize all essential parameters to assess failure by elastic buckling, and material yielding according to the Mohr-Coulomb criterion. The results of the triaxial tests were compared to simultaneously run unconfined uniaxial compression tests and ultrasonic wave transmission tests. The correlation between these experimental methods was reviewed. It was concluded that the triaxial compression test is an appropriate method to determine all relevant transient properties from one series of experiments. Subsequently, the experimental results were used for structural analyses of straight printed walls of different lengths with a Finite Element Modelling approach. These walls have been printed up to failure during print trials and the results were compared to the numerical predictions. The failure mode is predicted accurately by the numerical model, as is the critical height at which failure occurs for relatively small objects. For larger objects and/or longer printing processes, the quantitative agreement of the critical height with the print experiments could be improved. Two possible causes for this deviation are discussed.

AB - In 3D concrete printing processes, two competing modes of failure are distinguished: material failure by plastic yielding, and elastic buckling failure through local or global instability. Structural analysis may be performed to assess if, and how, an object may fail during printing. This requires input in the form of transient material properties obtained from experimental testing on early age concrete. In this study, a custom triaxial compression test setup was developed, to characterize all essential parameters to assess failure by elastic buckling, and material yielding according to the Mohr-Coulomb criterion. The results of the triaxial tests were compared to simultaneously run unconfined uniaxial compression tests and ultrasonic wave transmission tests. The correlation between these experimental methods was reviewed. It was concluded that the triaxial compression test is an appropriate method to determine all relevant transient properties from one series of experiments. Subsequently, the experimental results were used for structural analyses of straight printed walls of different lengths with a Finite Element Modelling approach. These walls have been printed up to failure during print trials and the results were compared to the numerical predictions. The failure mode is predicted accurately by the numerical model, as is the critical height at which failure occurs for relatively small objects. For larger objects and/or longer printing processes, the quantitative agreement of the critical height with the print experiments could be improved. Two possible causes for this deviation are discussed.

KW - 3D printing

KW - Finite element modelling

KW - Fresh concrete

KW - Mechanical properties

KW - Triaxial tests

UR - http://www.scopus.com/inward/record.url?scp=85066758345&partnerID=8YFLogxK

U2 - 10.1016/j.cemconcomp.2019.103344

DO - 10.1016/j.cemconcomp.2019.103344

M3 - Article

VL - 104

JO - Cement & Concrete Composites

T2 - Cement & Concrete Composites

JF - Cement & Concrete Composites

SN - 0958-9465

M1 - 103344

ER -