Anisotropic mechanical properties of extrusion-based 3D printed layered concrete
Extrusion-based 3D printed concrete is a promising material and processing technique for use in the construction industry. In this study, 3D printed specimens were loaded dynamically and statically to investigate their anisotropic characteristics. The experimental results showed that the average sta...
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| Published in | Journal of materials science Vol. 56; no. 30; pp. 16851 - 16864 |
|---|---|
| Main Authors | , , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
New York
Springer US
01.10.2021
Springer Springer Nature B.V |
| Subjects | |
| Online Access | Get full text |
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| Abstract | Extrusion-based 3D printed concrete is a promising material and processing technique for use in the construction industry. In this study, 3D printed specimens were loaded dynamically and statically to investigate their anisotropic characteristics. The experimental results showed that the average static compressive strength of the 3D printed concrete specimens was 115% of that of the cast specimens. Meanwhile, the dynamic compressive strength of DX specimens was significantly larger than that of other 3D printed specimens and cast specimens under the same impact pressure. In particular, ultrasonic pulse velocity values were used to quantitatively represent the anisotropy of 3D printed specimens. In conclusion, the anisotropic characteristics of 3D printed concrete were studied. The results indicate that the performance of 3D printed concrete was best (especially in the
X
-direction). The results provide a reference for engineers looking to design 3D printed components for use in construction. |
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| AbstractList | Extrusion-based 3D printed concrete is a promising material and processing technique for use in the construction industry. In this study, 3D printed specimens were loaded dynamically and statically to investigate their anisotropic characteristics. The experimental results showed that the average static compressive strength of the 3D printed concrete specimens was 115% of that of the cast specimens. Meanwhile, the dynamic compressive strength of DX specimens was significantly larger than that of other 3D printed specimens and cast specimens under the same impact pressure. In particular, ultrasonic pulse velocity values were used to quantitatively represent the anisotropy of 3D printed specimens. In conclusion, the anisotropic characteristics of 3D printed concrete were studied. The results indicate that the performance of 3D printed concrete was best (especially in the X-direction). The results provide a reference for engineers looking to design 3D printed components for use in construction. Extrusion-based 3D printed concrete is a promising material and processing technique for use in the construction industry. In this study, 3D printed specimens were loaded dynamically and statically to investigate their anisotropic characteristics. The experimental results showed that the average static compressive strength of the 3D printed concrete specimens was 115% of that of the cast specimens. Meanwhile, the dynamic compressive strength of DX specimens was significantly larger than that of other 3D printed specimens and cast specimens under the same impact pressure. In particular, ultrasonic pulse velocity values were used to quantitatively represent the anisotropy of 3D printed specimens. In conclusion, the anisotropic characteristics of 3D printed concrete were studied. The results indicate that the performance of 3D printed concrete was best (especially in the X -direction). The results provide a reference for engineers looking to design 3D printed components for use in construction. |
| Audience | Academic |
| Author | Deng, Shuxin Gao, Fei Yue, Songlin Tan, Yizhong Sun, Honglei Liu, Chenkang Zhou, Cong |
| Author_xml | – sequence: 1 givenname: Chenkang orcidid: 0000-0002-9675-5955 surname: Liu fullname: Liu, Chenkang email: chenkang_liu@163.com organization: School of Mechanical Engineering, Nanjing University of Science and Technology – sequence: 2 givenname: Songlin surname: Yue fullname: Yue, Songlin email: yuesonglin163@163.com organization: State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA – sequence: 3 givenname: Cong surname: Zhou fullname: Zhou, Cong organization: State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA – sequence: 4 givenname: Honglei surname: Sun fullname: Sun, Honglei organization: School of Civil Engineering and Transportation, Hebei University of Technology – sequence: 5 givenname: Shuxin surname: Deng fullname: Deng, Shuxin organization: School of Mechanical Engineering, Nanjing University of Science and Technology – sequence: 6 givenname: Fei surname: Gao fullname: Gao, Fei organization: School of Mechanical Engineering, Nanjing University of Science and Technology – sequence: 7 givenname: Yizhong surname: Tan fullname: Tan, Yizhong organization: State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA |
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| SubjectTerms | 3-D printers Additive manufacturing Anisotropy Cement Ceramics Characterization and Evaluation of Materials Chemistry and Materials Science Civil engineering Classical Mechanics compression strength Compressive strength Concrete Construction industry Crystallography and Scattering Methods Extrusion Humidity Impact loads Materials Science Mechanical properties Polymer Sciences Printed materials Solid Mechanics Three dimensional printing ultrasonics |
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| Title | Anisotropic mechanical properties of extrusion-based 3D printed layered concrete |
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