Chapter
Feb 22, 2024

Characterization of Energy Dissipation during Cyclic Loading of a Sand Damper

Publication: Geo-Congress 2024

ABSTRACT

This study utilizes the discrete element method (DEM) to investigate the mechanical behavior of a pressurized sand damper (PSD) and characterizes the dissipated energy under cyclic loading. The idea of a PSD is to exploit the increase in shearing resistance of sand under external pressure and the associated ability to dissipate energy through interparticle contact sliding. DEM employs a simple linear contact model for the entire assembly and utilizes irregularly shaped particles to mimic the behavior of sand grains. The series of DEM simulations reported herein examine the effects of multiple parameters on the magnitude of dissipated energy. These parameters include stroke amplitude, grain size distribution, the magnitude of pressure imposed on the sand, and different geometric configurations of the PSD. The results reveal that the main energy dissipation mechanism is interparticle frictional sliding in the sand. The numerical results compare favorably with experimental data recorded from a PSD that was subjected to cyclic testing.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Lu, Z., Wang, Z., Masri, S. F., and Lu, X. (2018). “Particle impact dampers: Past, present, and future.” Structural Control and Health Monitoring, 25(1), e2058.
Itasca. (2018). PFC3D (Particle Flow Code in 3 Dimensions). version 6.0., Minneapolis: ICG.
Iwashita, K., and Oda, M. (1998). “Rolling resistance at contacts in simulation of shear band development by dem.” Journal of Engineering Mechanics, 124(3), 285–292.
Kalfas, K. N., Makris, N., and El Shamy, U. (2023). “Assessment of the Effect of Design Parameters of Pressurized Sand Dampers from Component Testing.” Journal of Engineering Mechanics, 149(10), 04023072.
Makris, N., Palios, X., Moghimi, G., and Bousias, S. (2021). “Pressurized sand damper for earthquake and wind engineering: Design, testing, and characterization.” Journal of Engineering Mechanics, 147(4), 04021014.
Sabi, E., El Shamy, U., and Makris, N. (2023). Numerical simulation of the force output of a pressurized sand damper under cyclic loading. Journal of Sound and Vibration, 553, 117666.

Information & Authors

Information

Published In

Go to Geo-Congress 2024
Geo-Congress 2024
Pages: 232 - 239

History

Published online: Feb 22, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Usama El Shamy, Ph.D., P.E., M.ASCE
1Dept. of Civil and Environmental Engineering, Southern Methodist Univ., Dallas, TX
Ehab Sabi, Ph.D.
2Dept. of Civil and Environmental Engineering, Southern Methodist Univ., Dallas, TX
Nicos Makris, Ph.D.
3Dept. of Civil and Environmental Engineering, Southern Methodist Univ., Dallas, TX

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$152.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$152.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share