Technical Papers
Jul 29, 2024

Optimization-Based Analysis of Diagonal Tension Failure of Reinforced Concrete Dapped-End Beams

Publication: Journal of Structural Engineering
Volume 150, Issue 10

Abstract

This work was conducted first to devise an explicit equation for the ultimate strength of reinforced concrete dapped-end beams failing in diagonal tension caused by re-entrant corner cracks and second to gain insight into its mechanical behavior. To these ends, we introduce force equilibrium equations that explicitly account for the relevant internal force-resisting components: hanger reinforcement; dowel action of longitudinal reinforcement; concrete compression zone; aggregate interlock; and other reinforcement-related terms. These equations are solved within the framework of a constrained optimization problem. The solution process enables us to quantify the ultimate strength and the contributions of all force transfer actions. Strength prediction validity was confirmed through comparisons with experimentally obtained strength data from 50 specimens collected from the available literature. Our findings indicate the prediction accuracy as superior to that of a strut-and-tie model and design provisions of the Precast/Prestressed Concrete Institute. For practical purposes, a minimalist version of the equilibrium equation is derived to estimate the ultimate strength of diagonal tension failure based on rational simplifications of the force transfer mechanisms.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The first author gratefully acknowledges the financial support provided by a Grant-in-Aid for Scientific Research from the Japan Society of Promotion of Science (JP21KK0072) and the Obayashi Foundation for conducting research at the Department of Civil and Environmental Engineering of the University of California, Davis, US.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 10October 2024

History

Received: Jul 26, 2023
Accepted: Apr 30, 2024
Published online: Jul 29, 2024
Published in print: Oct 1, 2024
Discussion open until: Dec 29, 2024

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Associate Professor, Dept. of Civil and Environmental Engineering, Hokkai Gakuen Univ., 1-1 Nishi 11, Minami 26, Chuo-ku, Sapporo, Hokkaido 064-0926, Japan (corresponding author). ORCID: https://orcid.org/0000-0002-3149-917X. Email: [email protected]
Kohei Nagai
Professor, Graduate School of Engineering, Hokkaido Univ., Kita 13, Nishi 8, Kita-ku, Sapporo 060-8628, Japan.
John E. Bolander, M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, One Shields Ave., Davis, CA 95616.

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