Anisotropic Behavior in 3D Printed Concrete (2024-12)¶
, Hu Xiangcheng,
Journal Article - Journal of Materials Engineering and Performance
Abstract
After several years of development, 3D concrete printing (3DCP) technology has achieved considerable progress, with many research results in printing equipment, materials, mechanical properties of components, and simulation of printed concrete, which has also made 3DCP more controllable. The results showed that the mechanical properties of 3D printed concrete (3DPC) had obvious anisotropy according to the printing path. This article aims to provide a concise overview of the mechanical variations in 3DPC, specifically focusing on its anisotropic performance. It delves into the distinctions observed among various researchers who employ different printing materials, equipment, and associated printing parameters. We summarize the causes of anisotropy and introduce three present numerical simulation approaches for printed concrete. These methods involve utilizing anisotropic equivalent elements, employing defective layers with thickness, and integrating zero-thickness cohesive elements to mimic the behavior of 3DPC. In addition, this article will also compare above-mentioned three methods with the cube compression test of 3DPC. The findings show that the strength simulation values of the defect layer with thickness method in the X and Y directions are closest to the actual values, with deviations of only 3.7% and 0.7%, respectively, and the Z direction is slightly higher. The results of the zero-thickness cohesive element method are all higher than the experimental values. The results show that anisotropic equivalent elements method has the best computational efficiency, but cannot simulate the interlayer damage between concrete strips. Both defect layer with thickness method and zero-thickness cohesive element method could simulate interlayer damage; the former method has the best accuracy in strength and damage simulation, the latter one has a faster computing speed and easier modeling. This article can provide reference for future research on 3DPC simulation and select more suitable simulation methods based on different types of 3D printing structures and analysis focuses.
¶
13 References
- Arunothayan Arun, Nematollahi Behzad, Ranade Ravi, Bong Shin et al. (2021-02)
Fiber-Orientation Effects on Ultra-High-Performance Concrete Formed by 3D Printing - Heever Marchant, Bester Frederick, Kruger Jacques, Zijl Gideon (2021-12)
Numerical Modelling-Strategies for Reinforced 3D Concrete Printed Elements - Liu Chao, Zhang Rongfei, Liu Huawei, He Chunhui et al. (2021-11)
Analysis of the Mechanical Performance and Damage Mechanism for 3D Printed Concrete Based on Pore-Structure - Ma Guowei, Li Zhijian, Wang Li, Wang Fang et al. (2019-01)
Mechanical Anisotropy of Aligned Fiber-Reinforced Composite for Extrusion-Based 3D Printing - Ma Guowei, Zhang Junfei, Wang Li, Li Zhijian et al. (2018-06)
Mechanical Characterization of 3D Printed Anisotropic Cementitious Material by the Electromechanical Transducer - Paul Suvash, Tay Yi, Panda Biranchi, Tan Ming (2017-08)
Fresh and Hardened Properties of 3D Printable Cementitious Materials for Building and Construction - Pham Luong, Tran Jonathan, Sanjayan Jay (2020-04)
Steel-Fiber-Reinforced 3D Printed Concrete:
Influence of Fiber Sizes on Mechanical Performance - Rahul Attupurathu, Santhanam Manu, Meena Hitesh, Ghani Zimam (2019-08)
Mechanical Characterization of 3D Printable Concrete - Sanjayan Jay, Nematollahi Behzad, Xia Ming, Marchment Taylor (2018-04)
Effect of Surface Moisture on Inter-Layer Strength of 3D Printed Concrete - Schutter Geert, Lesage Karel, Mechtcherine Viktor, Nerella Venkatesh et al. (2018-08)
Vision of 3D Printing with Concrete:
Technical, Economic and Environmental Potentials - Wolfs Robert, Bos Freek, Salet Theo (2019-03)
Hardened Properties of 3D Printed Concrete:
The Influence of Process Parameters on Inter-Layer Adhesion - Wu Peng, Wang Jun, Wang Xiangyu (2016-04)
A Critical Review of the Use of 3D Printing in the Construction Industry - Xiao Jianzhuang, Liu Haoran, Ding Tao (2020-11)
Finite-Element-Analysis on the Anisotropic Behavior of 3D Printed Concrete under Compression and Flexure
5 Citations
- Mohammed Salhah, Aljewifi Hana, Jldain Hafeth (2025-12)
Evaluating Compressive Strength in 3D-Printed Concrete Structures:
A Comparative Study of ANSYS Simulations and Experimental Data - Soshinskiy Olexander, Rashkevich Nina, Shakhov Stanislav, Melnychenko Andrii (2025-11)
Formulating a Calculation Methodology for Assessing the Strength Characteristics of Building Structures Constructed with a Construction 3D Printer - Xu Shuhao, Lin Xing-Tao, Chen Xiangsheng (2025-11)
Numerical Investigation of Anisotropic in 3D Printed Concrete Specimens Considering the Effects of Weak Interfaces and Pore-Induced Defects - 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 - Ding Shengxuan, Li Jiren, Wang Mingqiang (2025-07)
Study on Mechanical Properties of Composite Basalt Fiber 3D-Printed Concrete Based on 3D Meso-Structure
BibTeX
@article{li_hu_shah.2024.ABi3PC,
author = "Fangyuan Li and Xiangcheng Hu and Qamar Shahzad",
title = "Anisotropic Behavior in 3D Printed Concrete: Finite Element Simulation Approach",
doi = "10.1007/s11665-024-10536-0",
year = "2024",
journal = "Journal of Materials Engineering and Performance",
}
Formatted Citation
F. Li, X. Hu and Q. Shahzad, “Anisotropic Behavior in 3D Printed Concrete: Finite Element Simulation Approach”, Journal of Materials Engineering and Performance, 2024, doi: 10.1007/s11665-024-10536-0.
Li, Fangyuan, Xiangcheng Hu, and Qamar Shahzad. “Anisotropic Behavior in 3D Printed Concrete: Finite Element Simulation Approach”. Journal of Materials Engineering and Performance, 2024. https://doi.org/10.1007/s11665-024-10536-0.