Testing Methods for Deformation Characterization on 3D Printed Carbon Fiber-Reinforced Cementitious Composites (2022-09)¶
Engelhard Michael, Kalytta-Mewesand Andreas,
Contribution - Proceedings of the 14th fib PhD Symposium in Civil Engineering, pp. 803-809
Abstract
Carbon short fiber reinforced concrete (CSFRC) has impressive properties that exceed traditional building materials. One reason of increased strength of CSFRC is the occurrence of a strain-hardening behaviour where multiple microcracks appear. To achieve deeper knowledge on this degradation process, we use different testing methods like X-ray computed tomography (CT), acoustic emission (AE) analysis and current measurements. Although all these techniques are powerful by themselves, this paper focuses on combining the techniques and implement them partially in-situ. The complex measurement setups with trigger systems help to mutually verify the different techniques. As a lot of the applied approaches are non-destructive testing methods our goal is to develop a foundation for future structural health monitoring and to predict final component failure.
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6 References
- Hambach Manuel, Möller Hendrik, Neumann Thomas, Volkmer Dirk (2016-08)
Portland-Cement-Paste with Aligned Carbon-Fibers Exhibiting Exceptionally High Flexural Strength (>100 MPa) - Hambach Manuel, Volkmer Dirk (2017-02)
Properties of 3D Printed Fiber-Reinforced Portland-Cement-Paste - Lauff Philipp, Pugacheva Polina, Rutzen Matthias, Weiss Ursula et al. (2021-11)
Evaluation of the Behavior of Carbon-Short-Fiber-Reinforced Concrete (CSFRC) Based on a Multi-Sensory Experimental Investigation and a Numerical Multi-Scale Approach - Rutzen Matthias, Lauff Philipp, Niedermeier Roland, Fischer Oliver et al. (2021-03)
Influence of Fiber-Alignment on Pseudoductility and Micro-Cracking in a Cementitious Carbon-Fiber Composite Material - Rutzen Matthias, Schulz Michael, Moosburger-Will Judith, Lauff Philipp et al. (2021-11)
3D Printing as an Automated Manufacturing Method for a Carbon-Fiber-Reinforced Cementitious Composite with Outstanding Flexural Strength (105 N/mm²) - Rutzen Matthias, Volkmer Dirk, Weiss Ursula, Reischmann Lisa et al. (2019-09)
Micro-Structural Analysis of Crack-Growth Caused by Static and Dynamic Loads in a Carbon-Fiber-Reinforced Cement-Paste
0 Citations
BibTeX
@inproceedings{enge_kaly_volk.2022.TMfDCo3PCFRCC,
author = "Michael Engelhard and Andreas Kalytta-Mewesand and Dirk Volkmer",
title = "Testing Methods for Deformation Characterization on 3D Printed Carbon Fiber-Reinforced Cementitious Composites",
year = "2022",
pages = "803--809",
booktitle = "Proceedings of the 14th fib PhD Symposium in Civil Engineering",
editor = "fédération internationale du béton",
}
Formatted Citation
M. Engelhard, A. Kalytta-Mewesand and D. Volkmer, “Testing Methods for Deformation Characterization on 3D Printed Carbon Fiber-Reinforced Cementitious Composites”, in Proceedings of the 14th fib PhD Symposium in Civil Engineering, 2022, pp. 803–809.
Engelhard, Michael, Andreas Kalytta-Mewesand, and Dirk Volkmer. “Testing Methods for Deformation Characterization on 3D Printed Carbon Fiber-Reinforced Cementitious Composites”. In Proceedings of the 14th Fib PhD Symposium in Civil Engineering, edited by fédération internationale du béton, 803–9, 2022.