Technical Papers
Nov 19, 2014

Rheological Properties of SP in Shock Transmission Application

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 9

Abstract

The rheological properties of silly putty (SP) and its application as a shock transmission unit (STU) were studied in the paper. By using a parallel-plate rheometer, the frequency sweep at different temperature was carried out to investigate the rheological properties of SP. For all test temperatures, the complex viscosity of SP shows shear thinning, but the G-curve shows a moderate slope and a gradual transition to the constant plateau value. And once the angular frequency exceeds a critical value, the storage modulus will exceed the loss modulus under the condition of all temperatures. Two prototypes of STU were fabricated with SP and their mechanical performances were experimentally evaluated. The results of the slow movement test and the simulated dynamic test show that the STU can provide a free motion under slowly applied loads and a rigid link under impact loads.

Get full access to this article

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

References

AASHTO. (2010). “Section 32: Shock transmission units.” AASHTO LRFD bridge construction specifications, 3rd Ed., Washington, DC, 32-1–32-9.
Cambridge Polymer Group. (2002). “The cambridge polymer group silly putty™ “Egg”.” 〈http://www-old.me.gatech.edu/jonathan.colton/me4210/sillyputty.pdf〉 (May 15, 2013).
Goertz, M. P., Zhu, X. Y., and Houston, J. E. (2009). “Temperature dependent relaxation of a “solid–liquid”.” J. Polym. Sci. Part B Polym. Phys., 47(13), 1285–1290.
Houston, J. E. (2005). “A local-probe analysis of the rheology of a solid liquid.” J. Polym. Sci. Part B Polym. Phys., 43(21), 2993–2999.
Jiang, Z., and Christenson, R. E. (2012). “A fully dynamic magneto-rheological fluid damper model.” Smart Mater. Struct., 21(6), 065002.
Luo, J. B., Lu, G. C., and Hu, L. T. (2006). “Lock-up device installed on xihoumen bridge under action of earthquake.” Urban Roads Bridges Flood Control, 5, 62–64 (in Chinese).
Tu, J. W., Liu, J., Qu, W. L., Zhou, Q., Cheng, H. B., and Cheng, X. D. (2011). “Design and fabrication of 500-kN large-scale MR damper.” J. Intell. Mater. Syst. Struct., 22(5), 475–487.
Yan, Z. H., Ma, L. Z., and Chen, Y. Q. (2014). “Applying of speed lock-up devices to seismic mitigation design of a continuous girder bridge on Tianjin-Qinhuangdao passenger dedicated railway.” Bridge Constr., 44(1), 95–100 (in Chinese).
Zhang, X. Z., Li, W. H., and Gong, X. L. (2008). “The rheology of shear thickening fluid (STF) and the dynamic performance of an STF-filled damper.” Smart Mater. Struct., 17(3), 035027.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 9September 2015

History

Received: Jun 11, 2014
Accepted: Oct 21, 2014
Published online: Nov 19, 2014
Discussion open until: Apr 19, 2015
Published in print: Sep 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Jie Liang, Ph.D. [email protected]
Assistant Professor, School of Mechanical Engineering, Zhengzhou Univ., Zhengzhou 450001, People’s Republic of China (corresponding author). E-mail: [email protected]
Xing-Hua Zhang
Assistant Professor, School of Chemical Engineering and Energy, Zhengzhou Univ., Zhengzhou 450001, People’s Republic of China.

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.

Cited by

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 Article
$35.00
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 Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share