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Effects of seismic strain rates on the perpendicular-to-grain compression behaviour of Dahurian larch, Mongolian pine and Chinese poplar: tests and stress-strain model

  • Lipeng Zhang , Qifang Xie ORCID logo EMAIL logo , Yajie Wu , Baozhuang Zhang and Ningfen Su
Published/Copyright: April 14, 2023
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Abstract

Wood is mainly subjected to transverse compression in many critical parts of Chinese traditional timber structures, e.g. the mortise-tenon and Dou-Gong joints. Seismic is one of the dynamic actions faced by these structures and will cause wood to suffer higher loading speeds than quasi-static loads. The investigation of the seismic strain rates (SSRs) effects of wood under perpendicular-to-grain compression (PTGc) is important. One hundred and forty-four radial small clear wood specimens were prepared using Dahurian larch, Mongolian pine and Chinese poplar. Monotonic and cyclic compression tests were conducted under three SSRs (10−3 s−1, 10−2 s−1, and 10−1 s−1) and the quasi-static strain rate (10−4 s−1). Failure modes, stress-strain curves, yield strengths, elastic moduli and the unloading/reloading moduli were analyzed. Results indicated that the PTGc properties were highly sensitive to SSRs under both the monotonic and cyclic compression. Strengths showed higher sensitivity to SSRs than elastic moduli. The SSRs effects of wood under cyclic compression have greater variability than the monotonic counterparts. The unloading/reloading moduli shows little SSR effects statistically. Comparisons were made between the existing PTG and the parallel-to-grain test results and a fitted general expression was obtained. Furthermore, an SSR-dependent stress-strain model was proposed and verified by tests.


Corresponding author: Qifang Xie, School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, Shaanxi, China; and Key Lab of Structure Engineering and Earthquake Resistance, Ministry of Education (XAUAT), Xi’an 710055, Shaanxi, China, E-mail:

Funding source: the Education Department Project of Shaanxi Provincial Government

Award Identifier / Grant number: 17JS063

Funding source: the Shaanxi Natural Science Basic Research Program

Award Identifier / Grant number: 2021JC-44

Award Identifier / Grant number: 2023JC-QN-0409

Award Identifier / Grant number: 2023-GHZD-03

Funding source: the National Natural Science Foundation of China

Award Identifier / Grant number: 52178303

Funding source: the 2023 R&D Program from XAUAT Engineering Technology Co., LTD

Award Identifier / Grant number: XAJD-YF23N015

  1. Author contributions: All the authors have accepted responsibility for the entire content of this submitted manuscript and approved submission.

  2. Research funding: The authors gratefully acknowledge the funding support received from the National Natural Science Foundation of China (grant no. 52178303), the Shaanxi Natural Science Basic Research Program (nos. 2021JC-44, 2023JC-QN-0409 and 2023-GHZD-03), the Education Department Project of Shaanxi Provincial Government (no. 17JS063) and the 2023 R&D Program from XAUAT Engineering Technology Co., LTD (no. XAJD-YF23N015).

  3. Conflict of interest statement: The authors declare that they have no conflicts of interest regarding this article.

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Received: 2022-09-03
Accepted: 2023-03-16
Published Online: 2023-04-14
Published in Print: 2023-06-27

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