TECHNICAL PAPERS
Oct 1, 1987

Finite Element Models for Bond Problems

Publication: Journal of Structural Engineering
Volume 113, Issue 10

Abstract

In the finite element analysis of reinforced concrete structures the modeling of bond‐slip between the reinforcement and concrete requires the use of special elements. In the past, various elements have been developed for this purpose. The behavior of the elements and the quality of the results are influenced mainly by the displacement function of the elements, the density of the element mesh, and the bond stressslip relations. In this paper the effects of different approaches for the displacement function and the bond stress‐slip relation are investigated.

Get full access to this article

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

References

1.
Bathe, K. J. (1978). “ADINA—A finite element program for automatic dynamic incremental nonlinear analysis.” Rep. 82448‐1, Acoustics and Vibration Lab., Mech. Engrg. Dept., M.I.T., Cambridge, Mass.
2.
Cedolin, L., and dei Poli, S. (1974). “Finite element nonlinear analysis of reinforced concrete bidimensional structures.” Tech. Rep. No. 40, I. S. T. C., Institute di Scienza e technica delle construzioni del politecnico di Milano, Milano, Italy.
3.
Dinges, D., et al. (1985). “Untersuchung verschiedener Elementsteifigkeitsmatrizen auf ihre Eignung zur Berechnung von Stahlbetonkonstruktionen.” final res. rep., 2nd Interimreport, Darmstadt (1982), 3rd Interimreport, Kassel/Darmstadt (1983).
4.
Doerr, K. (1980). “Ein Beitrag zur Berechnung von Stahlbetonscheiben unter besonderer Berucksichtigung des Verbundverhaltens.” Dissertation, presented to Technischeltoch Schale, in Darmstadt, Germany, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
5.
Doerr, K. (1975). “Kraft‐ und Dehnungsverlauf von in Betonzylindern zentrisch einbetonierten Bewehrungsstäben unter Querdruck.” Forschungsbericht No. 30, Institut für Massivbau der TH Darmstadt, Darmstadt.
6.
De Groot, A. K., Kusters, G. M. A., and Monnier, T. (1981). “Numerical modelling of bond‐slip behaviour.” Heron, 26, No. 1B, Delft.
7.
Goto, Y. (1971). “Cracks formed in concrete around deformed tension bars.” ACI‐Journal No. 4.
8.
Hoshino, M. (1974). “Ein Beitrag zur Untersuchung des Spannungszustandes an Arbeitsfugen mit Spannglied‐Kopplungen von abschnittsweise in Ortbeton hergestellten Spannbetonbrücken.” Dissertation, presented to Technischeltoch Schale, Darmstadt, Germany, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
9.
Ingraffea, A. R., et al. (1984). “Fracture mechanics of bond in reinforced concrete.” J. of the Struct. Div. ASCE, 110, 871–890.
10.
Keuser, M. (1985). Verbundmodelle für nichtlineare Finite Element Berechnungen von Stahlbetonkonstruktionen, Fortschritt Berichte Reihe 4, Nr. 71. VDI‐Verlag, Dusseldorf.
11.
Martin, H. (1973). Zusammenhang zwischen Oberflächenbeschaffenheit, Verbund und Sprengwirkung bei Rippenstdhlen unter Kurzzeitbelastung, Heft 228, DAfSTB. Verlag Wilhelm Ernst & Sohn, Berlin.
12.
Ngo, D., and Scordelis, A. C. (1967). “Finite element analysis of reinforced concrete beams.” ACI‐Journal, pp. 152–163.
13.
Nilson, A. (1972). “Internal measurement of bond slip, ACI‐Journal, 63, No. 7, 439–447.
14.
Nilson, A. (1971). Bond stress‐slip relations in reinforced concrete. Report No. 345, Dept. of Struct. Engrg., Cornell University, Ithaca N.Y.
15.
Rehm, G. (1961). Über die Grundlagen des Verbundes zwischen Stahl und Beton, Heft 138, Deutscher Ausschuβ für Stahlbeton. Verlag Wilhelm Ernst & Sohn, Berlin.
16.
Schäfer, H. (1975). A contribution to the solution of contact problems with the aid of bond elements. In Computer methods in applied mechanics and engineering. Vol. 6, pp. 335–354, North‐Holland Publishing Company, Amsterdam.
17.
Schriobrich, W. C. and Graham, J. (1979). The finite‐element‐method, structural engineering handbook, E. J. Gaylord and N. Gaylord, eds., McGraw‐Hill, N.Y., 2nd edition, 1‐96–1‐114.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 113Issue 10October 1987
Pages: 2160 - 2173

History

Published online: Oct 1, 1987
Published in print: Oct 1987

Permissions

Request permissions for this article.

Authors

Affiliations

Manfred Keuser
Engr., Ingenieurbüro Bung, Englerstr. 4, 6900 Heidelberg, Germany
Gerhard Mehlhorn
Prof., Dept. of Reinforced and Prestressed Concrete, Gh Kassel, Monchebergstr. 7, 3500 Kassel, Germany

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