Innovative Design and Experiment of a 3D Printed Topology Optimized Pedestrian Bridge (2025-06)¶
Boutsikas Paraschos, , Argyros Apostolos, Michailidis Nikolas,
Contribution - 10th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering, pp. 1230-1248
Abstract
In recent years, technological advancements have led to the development of new construction methods in civil engineering. One of these is 3D concrete printing. While the benefits it offers have been extensively studied, particularly in areas like sustainability, there is a lack in understanding the behavior of 3D-printed structures under real-world conditions. This study investigates the behavior of a precast pedestrian bridge constructed using 3D-printed concrete. The design of the structure was inspired by masonry arc bridges, in this way no reinforcement or prestressing is necessary because the stresses are mainly compressive. The study was conducted using finite element software and experimental testing. During the design of the bridge, emphasis was placed on exploiting some of the advantages of the method, such as design for disassembly and material reduction, without compromising the structural integrity of the structure. To validate the developed simulation methodology for 3D-printed structures, experiments were conducted, and their results were compared with those of the analyses. For this purpose, a small-scale model of the examined bridge was created using an FDM 3D printer. Subsequently, experimental tests were conducted on this model under controlled parameters. The comparison of the results allows the suitability of finite element software to be confirmed for the comprehensive study of the structure.
¶
6 References
- Ahmed Zeeshan, Wolfs Robert, Bos Freek, Salet Theo (2021-11)
A Framework for Large-Scale Structural Applications of 3D Printed Concrete:
The Case of a 29m Bridge in the Netherlands - Bhooshan Shajay, Bhooshan Vishu, Dell’Endice Alessandro, Chu Jianfei et al. (2022-06)
The Striatus Bridge - Dell’Endice Alessandro, Bouten Sam, Mele Tom, Block Philippe (2023-07)
Structural Design and Engineering of Striatus, an Unreinforced 3D Concrete Printed Masonry Arch Bridge - Fuente Albert, Blanco Ana, Galeote Eduardo, Cavalaro Sergio (2022-04)
Structural Fiber-Reinforced Cement-Based Composite Designed for Particle-Bed 3D Printing Systems:
Case Study Parque De Castilla Footbridge in Madrid - Heras Murica Daniel, Genedy Moneeb, Taha Mahmoud (2020-09)
Examining the Significance of Infill-Printing-Pattern on the Anisotropy of 3D Printed Concrete - Salet Theo, Ahmed Zeeshan, Bos Freek, Laagland Hans (2018-05)
Design of a 3D Printed Concrete Bridge by Testing
0 Citations
BibTeX
@inproceedings{bout_chor_argy_mich.2025.IDaEoa3PTOPB,
author = "Paraschos Boutsikas and Alexandros Chortis and Apostolos Argyros and Nikolas Michailidis and Konstantinos Katakalos",
title = "Innovative Design and Experiment of a 3D Printed Topology Optimized Pedestrian Bridge",
doi = "10.7712/120125.12485.27071",
year = "2025",
pages = "1230--1248",
booktitle = "10th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering",
}
Formatted Citation
P. Boutsikas, A. Chortis, A. Argyros, N. Michailidis and K. Katakalos, “Innovative Design and Experiment of a 3D Printed Topology Optimized Pedestrian Bridge”, in 10th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering, 2025, pp. 1230–1248. doi: 10.7712/120125.12485.27071.
Boutsikas, Paraschos, Alexandros Chortis, Apostolos Argyros, Nikolas Michailidis, and Konstantinos Katakalos. “Innovative Design and Experiment of a 3D Printed Topology Optimized Pedestrian Bridge”. In 10th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering, 1230–48, 2025. https://doi.org/10.7712/120125.12485.27071.