Abstract

The hysteretic behavior of bolt connections in a timber–concrete composite (TCC) bridge was investigated. Six identical TCC specimens were designed with bolted connections and subjected to reversed cyclic loading tests. The failure modes, energy dissipation capacity, stiffness degradation, strength degradation, and hysteretic responses of the specimens were evaluated. The experimental results indicate that the predominant failure mode was a dual-hinge mechanism in the bolts of the TCC specimens. The TCC specimens exhibited satisfactory energy dissipation and achieved a mean ductility factor of 6.76. A finite-element model was developed to simulate the cyclic response of the tested TCC specimens. The simulated data are in good agreement with the experimental data. The experimental and numerical results reported are useful for the development of design guidelines for TCC bridges with bolted connections.

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Acknowledgments

This research work was supported by State Forestry Administration Project 948 (Project No. 2014-4-51), the National Natural Science Foundation of China (Grant No. 51478485), the Natural Science Foundation of Hunan Province (Grant No. 2020JJ5618), the Scientific Research Project of Education Department of Hunan Province (Nos. 19C0169 and 19B054), and the Science Popularization Special Project on the Construction of Innovation-Oriented Provinces (No. 2021ZK4148), which are highly appreciated.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 28Issue 1January 2023

History

Received: Jul 20, 2021
Accepted: Aug 7, 2022
Published online: Oct 21, 2022
Published in print: Jan 1, 2023
Discussion open until: Mar 21, 2023

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Assistant Professor, College of Civil Engineering, Changsha Univ., 98 Hongshan Rd., Changsha, Hunan 410022, China. Email: [email protected]; [email protected]
Professor, Dept. of Civil Engineering and Mechanics, Central South Univ. of Forestry and Technology, 498 Shaoshan Rd., Changsha, Hunan 410004, China (corresponding author). ORCID: https://orcid.org/0000-0003-0716-0464. Email: [email protected]
Alice “Xiaodong” Wang [email protected]
Associate Professor, Laval Univ., Quebec G1V 0A6, Canada. Email: [email protected]
Professor, Dept. of Civil and Architectural Engineering, KTH Royal Institute of Technology, Stockholm 10044, Sweden. ORCID: https://orcid.org/0000-0002-4878-1972. Email: [email protected]
Associate Professor, College of Civil Engineering, Changsha Univ., 98 Hongshan Rd., Changsha, Hunan 410022, China. Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, Changsha Urban Construction Secondary Vocational School, 500 Xilong Rd., Changsha, Hunan 410126, China. Email: [email protected]

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