Compression Bond Lengths: Study of Test Data and Design Equations

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Title: Compression Bond Lengths: Study of Test Data and Design Equations

Author(s): Guido A. Valentini, Rémy D. Lequesne, Andrés Lepage, and David Darwin

Publication: Structural Journal

Volume: 122

Issue: 6

Appears on pages(s): 113-116

Keywords: bond; database; deformed bars; design equations; development length; end bearing; lap splice

DOI: 10.14359/51746821

Date: 9/1/2025

Abstract:
Compression development and lap-splice length provisions in ACI 318-19 §25.4.9 and §25.5.5 are reexamined after an example was used to show that existing provisions can produce unexpected results in some design conditions, such as compression lap splices longer than tension lap splices. A historical review of ACI Building Codes shows that existing compression bond length provisions are largely based on provisions adopted before test data were available. The provisions in ACI 318-19 are compared with a database of 89 test results and shown to poorly fit the data. Several compression and tension bond equations are also examined and found to fit the data better. It is shown that compression development and lap-splice lengths can be based on several expressions available in the literature for tension development length with minor modification, including the ACI 318-19 equation for tension development length. Using this approach would simplify design by eliminating the use of different expressions to calculate tension and compression development lengths, prevent calculated lengths from being longer in compression than in tension, and provide a better fit to available data.

Related References:

1. Joint ACI-ASCE Committee 408, “Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03),” American Concrete Institute, Farmington Hills, MI, 2003, 49 pp.

2. fib Bulletin No. 72, Bond and Anchorage of Embedded Reinforcement: Background to the fib Model Code for Concrete Structures 2010, 2014, 170 pp.

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9. Lepage, A.; Yasso, S.; and Darwin, D., “Recommended Provisions and Commentary on Development Length for High-Strength Reinforcement in Tension,” Advances on Bond in Concrete, fib Bulletin No. 106, 2022, pp. 82-97.

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12. Joint ACI-ASCE Committee 408, “Compression Lap Splice Database,” American Concrete Institute, Farmington Hills, MI, 2021.

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28. Valentini, G.; Lequesne, R. D.; Lepage, A.; and Darwin, D., Compression Lap Splices and Compression Development of Headed and Hooked Bars in Beam-Column Joints, SM Report No. 159, University of Kansas Center for Research, Inc., Lawrence, KS, 2024, 188 pp., http://hdl.handle.net/1808/35302. (last accessed Sept. 10, 2025)

29. Chun, S.-C., “Components of Compression Splice Resistances in High-Strength Concrete,” Magazine of Concrete Research, V. 69, No. 10, 2017, pp. 502-511.

30. Cairns, J., “The Strength of Lapped Joints in Reinforced Concrete Columns,” PhD thesis, University of Glasgow, Glasgow, UK, 1976, 211 pp.


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