Chapter
Nov 16, 2022

Experimental Investigation of 3D-Printed Elastomeric Dampers

ABSTRACT

The increasing use of tall buildings worldwide has led to rising demand for strategies to control lateral displacements in these buildings. Viscoelastic Damper (VED) devices are passive systems that depend on energy dissipation through a constrained viscoelastic material. This study aims to study the effect of angle orientation of the infill pattern on the energy dissipation of the 3D-printed Thermoplastic Polyurethane (TPU) VED device. The mechanical and viscoelastic properties of 3D-printed TPU with a rectilinear infill pattern printed at three angles were investigated using cyclic uniaxial tension tests. The VED with 3D-printed TPU was subjected to sinusoidal signals with varying frequencies and strain amplitudes to examine its energy dissipation capabilities. The tests showed that the 3D-printed VED is capable of dissipating energy with good efficiency.

Get full access to this article

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

REFERENCES

Abayazid, F. F., and Ghajari, M. (2020). “Material characterisation of additively manufactured elastomers at different strain rates and build orientations.” Additive Manufacturing, 33, 101160.
Adams, R., Soe, S. P., Santiago, R., Robinson, M., Hanna, B., McShane, G., Alves, M., Burek, R., and Theobald, P. (2019). “A novel pathway for efficient characterisation of additively manufactured thermoplastic elastomers.” Materials and Design, Elsevier Ltd, 180, 107917.
Diani, J., Fayolle, B., and Gilormini, P. (2009). “A review on the Mullins effect.” European Polymer Journal, Pergamon.
Qi, H. J., and Boyce, M. C. (2005). “Stress-Strain Behavior of Thermoplastic Polyurethane.” Mechanics of Materials, 37(8), 817–839.
Mehrabi, M. H., Suhatril, M., Ibrahim, Z., Ghodsi, S. S., and Khatibi, H. (2017). “Modeling of a viscoelastic damper and its application in structural control.” PLoS ONE, 12(6).
Mullins, L. (1969). “Softening of Rubber by Deformation.” Rubber Chemistry and Technology, Rubber Division, ACS, 42(1), 339–362.
Nielsen, E. J., Lai, M.-L., Soong, T. T., and Kelly, J. M. (1996). “Viscoelastic damper overview for seismic and wind applications.” Smart Structures and Materials 1996: Passive Damping and Isolation, C. D. Johnson, ed., SPIE, 138–144.
Robinson, M., Soe, S., Johnston, R., Adams, R., Hanna, B., Burek, R., McShane, G., Celeghini, R., Alves, M., and Theobald, P. (2019). “Mechanical characterisation of additively manufactured elastomeric structures for variable strain rate applications.” Additive Manufacturing, 27, 398–407.
Silwal, B., Michael, R. J., and Ozbulut, O. E. (2015). “A superelastic viscous damper for enhanced seismic performance of steel moment frames.” Engineering Structures, 105, 152–164.
Xu, Z. D., Liao, Y. X., Ge, T., and Xu, C. (2016). “Experimental and Theoretical Study of Viscoelastic Dampers with Different Matrix Rubbers.” Journal of Engineering Mechanics, 142(8), 04016051.
Xu, Z. D., Wang, D. X., and Shi, C. F. (2011). “Model, tests and application design for viscoelastic dampers.” JVC/Journal of Vibration and Control, 17(9), 1359–1370.
Yuan, Y., Wang, S., Tan, P., and Zhu, H. (2020). “Mechanical performance and shear constitutive model study of a new high-capacity polyurethane elastomeric bearing.” Construction and Building Materials, 232.

Information & Authors

Information

Published In

Go to Lifelines 2022
Lifelines 2022
Pages: 595 - 604

History

Published online: Nov 16, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Mohammed Jaradat
1Dept. of Civil, Construction, and Environmental Engineering, Univ. of New Mexico, Albuquerque, NM
Eslam Soliman
2Dept. of Civil Engineering, Assiut Univ., Assiut, Egypt
Mahmoud Reda Taha
3Dept. of Civil, Construction, and Environmental Engineering, Univ. of New Mexico, Albuquerque, NM

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
$140.00
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
$140.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share