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.

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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
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article

A Rate-Independent Phenomenological Model for the Characterization of Pressurized Sand Dampers

Konstantinos N. Kalfas, Nicolò Vaiana, Nicos Makris
2 citations
Journal of Engineering Mechanics
Seismic Performance and Analysis
1.91
article

A Rate-Independent Phenomenological Model for the Characterization of Pressurized Sand Dampers

Konstantinos N. Kalfas, Nicolò Vaiana, Nicos Makris
article en
2 citations

Abstract

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.

Journal of Engineering MechanicsVol. 151(4)
Southern Methodist University (US), The University of Texas at Tyler (US), University of Naples Federico II (IT)
Life below water
Openalex Percentile: Top 18%
Seismic Performance and Analysis
1.91
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