Characterizing the Fissility of 3D Concrete Printed Elements via the Cohesive Zone Method (2020-07)¶
, , , , ,
Contribution - Proceedings of the 2nd RILEM International Conference on Concrete and Digital Fabrication, pp. 489-499
Abstract
This research examines the differential interlayer capacity of 3D concrete printed (3DCP) specimens via mechanical characterization procedures, comprising of direct tension test (DTT), Iosipescu shear test (IST), and orthogonal compression tests. The experimental findings are subsequently correlated to cohesive parameters that represent the adhesive capacity of the interfacial transition zone (ITZ). Furthermore, the cohesive parameters are validated via supplementary mesoscale analytical calibration and finite element (FE) analysis procedures. The experimental works conducted are envisioned to take an incremental step towards detailed design specifications that allow for the rational design of load-bearing 3DCP components and structures at a macroscale.
¶
6 References
- Buswell Richard, Silva Wilson, Jones Scott, Dirrenberger Justin (2018-06)
3D Printing Using Concrete-Extrusion:
A Roadmap for Research - Ma Guowei, Li Zhijian, Wang Li, Wang Fang et al. (2019-01)
Mechanical Anisotropy of Aligned Fiber-Reinforced Composite for Extrusion-Based 3D Printing - Nerella Venkatesh, Hempel Simone, Mechtcherine Viktor (2019-02)
Effects of Layer-Interface Properties on Mechanical Performance of Concrete Elements Produced by Extrusion-Based 3D Printing - Panda Biranchi, Paul Suvash, Mohamed Nisar, Tay Yi et al. (2017-09)
Measurement of Tensile Bond Strength of 3D Printed Geopolymer Mortar - Panda Biranchi, Tay Yi, Paul Suvash, Tan Ming (2018-05)
Current Challenges and Future Potential of 3D Concrete Printing - Zareiyan Babak, Khoshnevis Behrokh (2017-08)
Effects of Interlocking on Inter-Layer Adhesion and Strength of Structures in 3D Printing of Concrete
20 Citations
- Pal Biswajit, Chourasia Ajay, Tomar Milan, Pradeep Kumar (2026-01)
Influence of Interfilament Bond Characteristics on the Load–Deflection Behavior of 3D Printed Beam:
A Numerical Study - Mostert Jean-Pierre, Kruger Jacques (2025-10)
Numerically Optimised Filament Surface Topology Towards Maximum Bond Strength in 3D Printed Concrete - Liao Minmao, Gerong Wangdui, Wang Pengfei, Chen Zhaohui (2025-08)
Determination of Elastic Engineering Constants in an Orthotropic Constitutive Model for Hardened 3D-Printed Concrete - Bayrak Alper, Shaban Nefize, Sarıtaş Afsin, Meral Akgul Cagla (2025-07)
A Semi-Empirical Framework for Modeling Anisotropy, Spatial Variation and Failure Mechanisms in 3D Printed Concrete - Chen Zhaohui, Yue Ziyi, Gerong Wangdui, Wang Zhenyue et al. (2025-05)
Effect of Orthotropy and Printing Patterns on the Bending Performance of 3D Printed Concrete Grid Components - Chourasia Ajay, Pal Biswajit, Kapoor Ashish (2025-02)
Influence of Printing Direction and Interlayer Printing Time on the Bond Characteristics and Hardened Mechanical Properties of Agro-Industrial Waste-Based 3D Printed Concrete - Pal Biswajit, Chourasia Ajay, Kapoor Ashish (2024-01)
Intricacies of Various Printing Parameters on Mechanical Behavior of Additively Constructed Concrete - Tu Haidong, Wei Zhenyun, Bahrami Alireza, Kahla Nabil et al. (2023-06)
Recent Advancements and Future Trends in 3D Printing Concrete Using Waste-Materials - Kruger Jacques, Westhuizen Jean-Pierré (2023-03)
Investigating the Poisson Ratio of 3D Printed Concrete - Şahin Hatice, Mardani Ali (2023-02)
Mechanical Properties, Durability Performance and Inter-Layer Adhesion of 3DPC Mixtures:
A State‐of‐the‐art Review - Yang Jun-Mo, Park In-Beom, Lee Hojae, Kwon Hongkyu (2022-12)
Effects of Nozzle Details on Print Quality and Hardened Properties of Underwater 3D Printed Concrete - Mostert Jean-Pierre, Kruger Jacques (2022-06)
Interlocking 3D Printed Concrete Filaments Through Surface Topology Modifications for Improved Tensile Bond Strength - Moelich Gerrit, Kruger Jacques, Combrinck Riaan (2022-06)
Mitigating Early-Age Cracking in 3D Printed Concrete Using Fibers, Superabsorbent Polymers, Shrinkage Reducing Admixtures, B-CSA Cement and Curing Measures - Heever Marchant, Plessis Anton, Bester Frederick, Kruger Jacques et al. (2022-02)
A Mechanistic Evaluation Relating Microstructural Morphology to a Modified Mohr-Griffith Compression-Shear Constitutive-Model for 3D Printed Concrete - Heever Marchant, Plessis Anton, Kruger Jacques, Zijl Gideon (2022-01)
Evaluating the Effects of Porosity on the Mechanical Properties of Extrusion-Based 3D Printed Concrete - Heever Marchant, Bester Frederick, Kruger Jacques, Zijl Gideon (2021-12)
Numerical Modelling-Strategies for Reinforced 3D Concrete Printed Elements - Rehman Atta, Kim Jung-Hoon (2021-07)
3D Concrete Printing:
A Systematic Review of Rheology, Mix Designs, Mechanical, Microstructural, and Durability Characteristics - Heever Marchant, Bester Frederick, Kruger Jacques, Zijl Gideon (2021-07)
Mechanical Characterisation for Numerical Simulation of Extrusion-Based 3D Concrete Printing - Bester Frederick, Heever Marchant, Kruger Jacques, Zijl Gideon (2020-11)
Reinforcing Digitally Fabricated Concrete:
A Systems Approach Review - Kruger Jacques, Zijl Gideon (2020-10)
A Compendious Review on Lack-of-Fusion in Digital Concrete Fabrication
BibTeX
@inproceedings{heev_best_pour_krug.2020.CtFo3CPEvtCZM,
author = "Marchant van den Heever and Frederick A. Bester and Mohammad Pourbehi and Jacques Pienaar Kruger and Seung Cho and Gideon Pieter Adriaan Greeff van Zijl",
title = "Characterizing the Fissility of 3D Concrete Printed Elements via the Cohesive Zone Method",
doi = "10.1007/978-3-030-49916-7_50",
year = "2020",
volume = "28",
pages = "489--499",
booktitle = "Proceedings of the 2nd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2020",
editor = "Freek Paul Bos and Sandra Simaria de Oliveira Lucas and Robert Johannes Maria Wolfs and Theo A. M. Salet",
}
Formatted Citation
M. van den Heever, F. A. Bester, M. Pourbehi, J. P. Kruger, S. Cho and G. P. A. G. van Zijl, “Characterizing the Fissility of 3D Concrete Printed Elements via the Cohesive Zone Method”, in Proceedings of the 2nd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2020, 2020, vol. 28, pp. 489–499. doi: 10.1007/978-3-030-49916-7_50.
Heever, Marchant van den, Frederick A. Bester, Mohammad Pourbehi, Jacques Pienaar Kruger, Seung Cho, and Gideon Pieter Adriaan Greeff van Zijl. “Characterizing the Fissility of 3D Concrete Printed Elements via the Cohesive Zone Method”. In Proceedings of the 2nd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2020, edited by Freek Paul Bos, Sandra Simaria de Oliveira Lucas, Robert Johannes Maria Wolfs, and Theo A. M. Salet, 28:489–99, 2020. https://doi.org/10.1007/978-3-030-49916-7_50.