According to the University of Bristol, scientists have used the UK’s largest shaking table to mimic conditions of a medium-magnitude earthquake to assess the potential damage to a 3D printed building. Traditional concrete design has well-established seismic behaviour, but 3D printed concrete introduces new variables such as layered deposition, unique material properties, and non-traditional geometries. As such, assessing how these factors influence structural integrity under earthquake loading is vital.
“This experiment aims to fill the knowledge gap surrounding the dynamic response of 3D printed units, particularly how they perform under recorded and simulated seismic events,” said project leads Prof. Anastasios Sextos and Dr. Raffaele De Risi. “By doing so, the team aims to identify strengths, weaknesses, and failure mechanisms specific to this construction method.”
The results will contribute to the development of safety standards and design guidelines tailored for 3D printed concrete in seismically active regions. The experiment was conducted using a high-end shaking table capable of holding 50 tonnes and of simulating ground motions representative of real earthquake events.
The quasi-real-scale 3D printed concrete unit was created using a robotic AM process, ensuring controlled material deposition and geometry, and instrumented with accelerometers, displacement sensors, and other gauges to capture a comprehensive set of dynamic response data.
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The unit was then subjected to a series of increasing intensity ground motion records, starting with low-intensity vibrations and progressing to stronger, potentially damaging inputs. Each test sequence was carefully monitored and recorded, allowing for real-time assessment of the unit’s behaviour, including cracking, displacement, and potential failure points. The data collected will be used to evaluate the structural resilience of the 3D printed unit, compare performance to traditional construction methods, and validate computational models that predict seismic behaviour.
“Insights from this study will help identify design parameters that optimize seismic performance, such as layer bonding strategies and reinforcement integration,” said Dr. De Risi. “Ultimately, we hope to validate whether 3D printed concrete can meet current safety standards for seismic applications and provide a foundation for developing building codes that include additive manufacturing technologies. These findings will be essential for engineers, architects, and policymakers exploring the future of earthquake-resistant constructions.”
The larger implications of this University of Bristol research lie in its potential to revolutionize earthquake-resistant constructions by adopting 3D printed concrete technologies. Practical applications include the rapid, cost-effective construction of homes, emergency shelters, and infrastructure with customized designs that meet specific seismic requirements. This study could also influence the development of new building codes and guidelines that incorporate 3D printing, thereby enabling broader industry adoption while ensuring public safety.
“By testing the seismic resilience of 3D printed concrete for the first time, we’re not just exploring the future of construction—we’re helping shape a safer, smarter, and more adaptive built environment,” said Dr. De Risi.
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Northumbria University awarded funding to study 3DCP: The MSCA Fellowships, part of the Horizon Europe program, support postdoctoral researchers to expand their expertise through advanced training and cross-disciplinary, international collaboration.
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Author: Edward Wakefield
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