TECHNICAL PAPERS
Oct 1, 1991

Concrete Interface Shear Vibration Spectroscopy

Publication: Journal of Engineering Mechanics
Volume 117, Issue 10

Abstract

This paper describes the exploratory development of a nondestructive testing (NDT) method for the assessment of dynamic interface shear transfer in concrete based on a frequency analysis. This study focuses on experimental observations of relationships between shear transfer across a concrete interface and the corresponding variations in the response frequencies. The analysis of the data recorded during the tests is performed both in the time and in the frequency domains, and a correlation between these results is presented. The results demonstrate a clear relationship between dynamic interface shear transfer and certain response frequencies. It is concluded that this approach may serve as a basis for an innovative testing approach for assessing interface shear in concrete systems.

Get full access to this article

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

References

1.
Building code requirements for reinforced concrete (ACI318‐89), (1989). American Concrete Institute, Detroit, Mich.
2.
Bass, R. A., Carrasquillo, R. L., and Jirsa, J. O. (1989). “Shear transfer across new and existing concrete interfaces.” ACI Struct. J., 86(4), 383–393.
3.
Doyle, J. F., and Phillips J. W. (1989). Manual on experimental stress analysis. Fifth ed., Society for Experimental Mechanics, Bethel, Conn.
4.
Foxworthy, P. T. (1985). “Concepts for the development of a nondestructive testing evaluation system for rigid airfield pavements,” Thesis presented to the University of Illinois, at Urbana‐Champaign, Illinois, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
5.
Hoffman, M. S., and Thompson, M. R. (1982). “Comparative study of selected nondestructive testing devices.” Record 852, Transportation Research Board, Washington, D.C.
6.
Kobayashi, A. S., ed. (1987). Handbook on experimental mechanics. Prentice‐Hall, Englewood Cliffs, N.J.
7.
Kolsky, H. (1963). Stress waves in solids. Dover, New York, N.Y.
8.
Krauthammer, T. (1984). “Shallow‐buried RC box‐type structures.” J. Struct. Engrg., ASCE, 110(3), 637–651.
9.
Krauthammer, T., Bazeos, N., and Holmquist, T. J. (1986). “Modified SDOF analysis of RC box‐type structures.” J. Struct. Engrg., ASCE, 112(4), 726–744.
10.
Krauthammer, T., Shahriar, S., and Shanaa, H. M. (1990). “Response of RC elements to severe impulsive loads.” J. Struct. Engrg.ASCE, 116(4), 1061–1079.
11.
Krauthammer, T., and Western, K. L. (1988). “Joint shear transfer effects on pavement behavior.” J. Transp. Engrg., ASCE114(5), 505–529.
12.
MacGregor, G. J. (1988).Reinforced concrete, mechanics and design. Prentice‐Hall, Englewood Cliffs, N. J.
13.
Mattock, H. A., and Hawkins, M. N. (1972). “Shear transfer in reinforced concrete—recent research.” J. Prestressed Concrete Inst., 17(2), 55–75.
14.
Moore W. M., Hanson, D. I., and Hall, J. W. (1978). “An introduction to nondestructive structural evaluation of pavements.” Circular 189, Transportation Research Board, Washington, D.C.
15.
Oppenheim, A. V., and Schafer, R. W. (1975). Digital signal processing. Prentice‐Hall.
16.
Palmieri, L., and Krauthammer, T. (1990). “Vibration spectroscopy for rigid pavement joint assessment.” Structural Engineering Report, Dept. of Civ. and Mineral Engrg., Univ. of Minnesota, Minneapolis, Minn.
17.
Park R., and Paulay, T. (1975). Reinforced concrete structures. Wiley‐Interscience, New York, N.Y.
18.
Rinehart, J. S. (1975). Stress transients in solids. Hyper Dynamics, Santa Fe, N.M. Sabnis, G. M., Harris, H. G., White, R. N., and Mirza, M. S. (1983). Structural modeling and experimental techniques. Prentice‐Hall, Englewood Cliffs, N.J.
19.
Sebaaly, B., Davis, T. G., and Mamlouk, M. S. (1985). “Dynamics of falling weight deflectometer.” J. Transp. Engrg., ASCE, 111(6), 618–632.
20.
"The Shear Strength of Reinforced Concrete Members.” (1973). J. Struct. Div., ASCE, 99.
21.
Tabataie, A. M., and Barenberg, E. J. (1980). “Structural analysis of concrete pavement systems.” J. Transp. Engrg., ASCE, 106, 493–506.
22.
Williams, R. I. T. (1986). Cement‐treated pavements. Elsevier Applied Science Publishers, New York, N.Y.
23.
Yoder, E. J., and Witczak, M. W. (1975). Principles of pavement design. John Wiley and Sons, New York, N.Y.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 117Issue 10October 1991
Pages: 2251 - 2264

History

Published online: Oct 1, 1991
Published in print: Oct 1991

Permissions

Request permissions for this article.

Authors

Affiliations

Theodor Krauthammer, Member, ASCE
Prof. of Civ. Engrg., Penn State Univ., 212 Sackett Bldg, Univ. Park, PA 16802
Lucio Palmieri
Grad. Stud., CME Dept., Univ. of Minnesota, Minneapolis, MN 55455

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 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