Technical Papers
Feb 23, 2016

Development of Design Code Oriented Formulas for Elastomeric Bearings Including Bulk Compressibility and Reinforcement Extensibility

Publication: Journal of Engineering Mechanics
Volume 142, Issue 6

Abstract

The introduction of alternative reinforcement types for elastomeric bearings has rendered it necessary to consider the extensibility of the reinforcement as an additional design parameter. The extensibility of the reinforcement reduces the lateral restraint on the elastomer and, similar to the compressibility of the elastomer, influences important design parameters such as the compression modulus and bending modulus. Neglecting the compressibility of the elastomer or the extensibility of the reinforcement may result in an unconservative overestimation of these design parameters. Existing analytical solutions, which have been developed based on the pressure solution, are usually not suitable for design purposes. In this study, the analytical solutions for infinite strip, circular, square, and annular pad geometries are expanded and simplified to form geometry-specific approximations that account for reinforcement extensibility and bulk compressibility. The derived approximations closely and conservatively follow the analytical solutions over a large range of shape factors and values of the elastomer bulk modulus and reinforcement extensibility. A similar procedure used for the compression modulus and bending modulus is applied to approximate the maximum shear strain due to compression, including bulk compressibility and reinforcement extensibility. Generalized equations are proposed that can be adapted to the elastomeric pad geometries considered.

Get full access to this article

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

Acknowledgments

Financial support for this study was provided by the McMaster University Centre for Effective Design of Structures (CEDS) funded through the Ontario Research and Development Challenge Fund (ORDCF) and an Early Researcher Award (ERA) grant, both of which are programs of the Ministry of Research and Innovation (MRI). The support of the Natural Sciences and Engineering Research Council of Canada and a Vanier Canada Graduate Scholarship is gratefully acknowledged.

References

AASHTO. (2014a). AASHTO LRFD bridge design specifications, 7th Ed., Washington, DC.
AASHTO. (2014b). Guide specifications for seismic isolation design, 4th Ed., Washington, DC.
Angeli, P., Russo, G., and Paschini, A. (2013). “Carbon fiber-reinforced rectangular isolators with compressible elastomer: Analytical solution for compression and bending.” Int. J. Solids Struct., 50(22), 3519–3527.
Burns, J., Dubbelday, P. S., and Ting, R. Y. (1990). “Dynamic bulk modulus of various elastomers.” J. Polymer Sci. Part B Polymer Phys., 28(7), 1187–1205.
Chalhoub, M. S., and Kelly, J. M. (1991). “Analysis of infinite-strip-shaped base isolator with elastomer bulk compression.” J. Eng. Mech., 1791–1805.
Constantinou, M. C., Kalpakidis, I., Filiatrault, A., and Lay, R. E. (2011). “LRFD-based analysis and design procedures for bridge bearings and seismic isolators.”, Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.
Constantinou, M. C., Kartoum, A., and Kelly, J. M. (1992). “Analysis of compression of hollow circular elastomeric bearings.” Eng. Struct., 14(2), 103–111.
CSA (Canadian Standards Association). (2014). “S6-14 Canadian highway bridge design code.” Rexdale, ON, Canada.
Fuller, K. N. G., Gregory, M. J., Harris, J. A., Muhr, A. H., Roberts, A. D., and Stevenson, A. (1988). “Engineering use of natural rubber.” Natural rubber science and technology, A. D. Roberts, ed., Oxford University Press, New York.
Gent, A. N., and Lindley, P. B. (1959). “Compression of bonded rubber blocks.” Proc. Inst. Mech. Eng., 173(1), 111–122.
ISO. (2010). “Elastomeric seismic-protection isolators.” ISO 22762, Geneva, Switzerland.
Kelly, J. M. (1997). Earthquake-resistant design with rubber, Springer, London.
Kelly, J. M. (1999). “Analysis of fiber-reinforced elastomeric isolators.” J. Seismol. Earthquake Eng., 2(1), 19–34.
Kelly, J. M., and Calabrese, A. (2013). “Analysis of fiber-reinforced elastomeric isolators including stretching of reinforcement and compressibility of elastomer.” Ingegneria Sismica, 30(3), 5–16.
Kelly, J. M., and Konstantinidis, D. (2011). Mechanics of rubber bearings for seismic and vibration isolation, Wiley, Chichester, U.K.
Kelly, J. M., and Takhirov, S. M. (2002). “Analytical and experimental study of fiber-reinforced strip isolators.”, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
Kelly, J. M., and Van Engelen, N. C. (2015). “Single series solution for the rectangular fiber-reinforced elastomeric isolator compression modulus.”, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
Lindley, P. B. (1978). Engineering design with natural rubber, Malaysian Rubber Producers’ Research Association, Brickendonbury, Hertford, U.K.
Osgooei, P. M., Tait, M. J., and Konstantinidis, D. (2014). “Three-dimensional finite element analysis of circular fiber-reinforced elastomeric bearings under compression.” Comp. Struct., 108(1), 191–204.
Pinarbasi, S., and Okay, F. (2011). “Compression of hollow-circular fiber-reinforced rubber bearings.” Struct. Eng. Mech., 38(3), 361–384.
Stanton, J. F., Roeder, C. W., Mackenzie-Helnwein, P., White, C., Kuester, C., and Craig, B. (2008). “Rotation limits for elastomeric bearings.”, Transportation Research Board, National Research Council, Washington, DC.
Toopchi-Nezhad, H., Tait, M. J., and Drysdale, R. G. (2012). “Influence of thickness of individual elastomer layers (first shape factor) on the response of unbonded fiber-reinforced elastomeric bearings.” J. Compos. Mater., 47(27), 3433–3450.
Van Engelen, N. C., and Kelly, J. M. (2015). “Correcting for the influence of bulk compressibility on the design properties of elastomeric bearings.” J. Eng. Mech., 04014170.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 142Issue 6June 2016

History

Received: Jan 26, 2015
Accepted: Aug 13, 2015
Published online: Feb 23, 2016
Published in print: Jun 1, 2016
Discussion open until: Jul 23, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Niel C. Van Engelen [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. West, Hamilton, ON, Canada L8S 4L7 (corresponding author). E-mail: [email protected]
Michael J. Tait, M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. West, Hamilton, ON, Canada L8S 4L7. E-mail: [email protected]
Dimitrios Konstantinidis, M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. West, Hamilton, ON, Canada L8S 4L7. E-mail: [email protected]

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