A Rate-Independent Phenomenological Model for the Characterization of Pressurized Sand Dampers
This study presents the mathematical characterization of the recently developed pressurized sand damper (PSD) in which a steel sphere or bolt is moving within a cylindrical tube filled with sand under pressure. The experimental results, presented in previous studies, revealed that the force output exhibited by the PSDs is stable, symmetric, and nearly velocity-independent. Thus, the PSDs are response-modification devices that offer rate-independent dissipation. In addition, when tested at various levels of pressure, displacement amplitude, and frequency, the PSD displays hysteresis loops with pronounced pinching. To accurately reproduce their response, a recently formulated phenomenological model [the Vaiana Rosati model (VRM)] is employed. The VRM allows for the evaluation of the output variable by means of analytical closed form expressions or equivalent rate equations; in addition, it captures, with good accuracy, the experimental responses of the PSDs obtained for both periodic and nonperiodic displacement time-histories.
Authors
- Konstantinos N. Kalfas (ORCID: https://orcid.org/0000-0002-3803-7859)
- Nicolò Vaiana (ORCID: https://orcid.org/0000-0001-9890-3731)
- Nicos Makris (ORCID: https://orcid.org/0000-0002-9059-2147)
Institutions
- Southern Methodist University (US)
- The University of Texas at Tyler (US)
- University of Naples Federico II (IT)
Publication Details
- Journal
- Journal of Engineering Mechanics
- Published
- 2025-02-08
- DOI
- https://doi.org/10.1061/jenmdt.emeng-7959
- Citations
- 2
- Primary Topic
- Seismic Performance and Analysis
- Type
- article
- Field-Weighted Citation Impact
- 1.91