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Sand Could Revolutionize Structural Dampers

🌍 Phys.org Materials3D PrintingWed, 08 Jul 2026 17:00:07 GMT· edited
Sand Could Revolutionize Structural Dampers

New research shows pressurized sand dampers offer a cheaper, safer alternative to traditional liquid-based systems.

Engineers have developed a new type of damper using pressurized sand that could provide a more cost-effective and environmentally friendly solution for reducing structural vibrations in buildings and bridges. Traditional dampers, which are typically filled with oil or viscous liquids, can be expensive to maintain and replace, and their failure can lead to environmental damage and structural vulnerability.

The study, published in the ASCE Journal of Structural Engineering, found that sand-based dampers perform well under extreme temperatures, ranging from 42°F (5.6°C) to 140°F (60°C). Researchers also tested the dampers in humid conditions and found that moisture did not affect their performance. This makes the sand dampers more reliable in a variety of environments.

The team, led by Liang Cao of the University of Mississippi and Kostas Kalfas of Texas State University, tested the dampers in both simulated and real-world conditions. They plan to conduct further research to optimize the design and test the dampers in full-scale structural systems.

Editor's Analysis — through the multi-planetary lens

The use of pressurized sand as a damping material represents a significant step toward more sustainable and resilient infrastructure. By replacing costly and complex oil-based systems with a simple, readily available material, this innovation could reduce maintenance costs and improve the safety of structures in extreme conditions. It aligns with broader trends in additive manufacturing and structural engineering focused on sustainability and adaptability.

Original headline: Sand could be key to safer, stronger structures
Read the full story at Phys.org Materials →

Edited by the news editor with AI from the original report — please refer to the original source.

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