Home Physical Sciences A statistical damage constitutive model for the uniaxial mechanical behavior of wood based on the Poisson distribution
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A statistical damage constitutive model for the uniaxial mechanical behavior of wood based on the Poisson distribution

  • Weijun Li , Yashuang Bai EMAIL logo , Guolin Xu and Na Li
Published/Copyright: November 14, 2025
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Abstract

The constitutive model of materials is fundamental for analyzing the nonlinear behavior of structures. For brittle and quasi-brittle materials, statistical damage constitutive models based on probability density functions offer high computational accuracy. However, existing statistical damage models for wood often show low accuracy, particularly under compressive loading, where discrepancies appear in the softening descending branch of the stress–strain curve. To address this issue, this study proposes establishing a statistical damage constitutive model, takes Yunnan pine and ash wood as examples and proposes a uniaxial statistical damage constitutive model for wood in the longitudinal direction. The model is constructed using the Poisson distribution function, principles of continuum mechanics, and the geometric features of deformation–failure curves. It was implemented as a user-defined material subroutine in the finite element software Abaqus. Numerical simulation results are compared with experimental data to assess the model’s performance. The results indicate that the Poisson distribution-based model can accurately simulate the mechanical behavior of wood, especially under compression and tension. Finite element predictions of stress–strain behavior show strong agreement with test results, with minimal differences in the nonlinear response. This confirms the feasibility and accuracy of applying the Poisson distribution in constitutive modeling of wood.


Corresponding author: Yashuang Bai, School of Civil Engineering, Southwest Forestry University, Kunming, China, E-mail:

Funding source: Scientific Research Fund Project of Yunnan Provincial Department of Education

Award Identifier / Grant number: 2024Y604

Acknowledgments

The authors sincerely thank the College of Civil Engineering at Southwest Forestry University for providing the experimental equipment and the professors for their valuable guidance.

  1. Research ethics: Not applicable.

  2. Informed consent: Not applicable.

  3. Author contributions: The authors have accepted responsibility for the entire content of this manuscript and approved its submission.

  4. Use of Large Language Models, AI and Machine Learning Tools: None declared.

  5. Conflict of interest: The authors state no conflict of interest.

  6. Research funding: The authors gratefully acknowledge financial support from the Scientific Research Fund Project of Yunnan Provincial Department of Education [grand number: 2024Y604].

  7. Data availability: Not applicable.

References

Aimene, Y.E. and Nairn, J.A. (2015). Simulation of transverse wood compression using a large-deformation, hyperelastic–plastic material model. Wood Sci. Technol. 49: 21–39, https://doi.org/10.1007/s00226-014-0676-6.Search in Google Scholar

ASTM D143-23 (2023). Standard test methods for small clear specimens of timber. American Society for Testing and Materials International, West Conshohocken.Search in Google Scholar

Berberović, A. and Milota, M.R. (2011). Impact of wood variability on the drying rate at different moisture content levels. For. Prod. J. 61: 435–442, https://doi.org/10.13073/FPJ-D-13-00054.Search in Google Scholar

Chen, C., Kuang, Y., Zhu, S., Burgert, I., Keplinger, T., Gong, A., Li, T., Berglund, L., Eichhorn, S.J., and Hu, L. (2020). Structure–property–function relationships of natural and engineered wood. Nat. Rev. Mater. 5: 642–666, https://doi.org/10.1038/s41578-020-0195-z.Search in Google Scholar

Ekwaro-Osire, S., Khandaker, M.P.H., and Gautam, K. (2008). Accounting for high stress gradient by a modified Weibull failure theory. J. Eng. Mater. Technol. 130: 011004, https://doi.org/10.1115/1.2806251.Search in Google Scholar

Golovin, Y.I., Gusev, A.A., Golovin, D.Y., Matveev, S.M., and Vasyukova, I.A. (2022). Multiscale mechanical performance of wood: from nano-to macro-scale across structure hierarchy and size effects. Nanomaterials 12: 1139, https://doi.org/10.3390/nano12071139.Search in Google Scholar PubMed PubMed Central

Guan, X., Niu, D.T., Wang, J.B., and Wang, Y. (2014). Study of the freeze-thaw damage constitutive model of concrete based on WEIBULL’s strength theory. Appl. Mech. Mater. 584: 1322–1327, https://doi.org/10.4028/www.scientific.net/AMM.584-586.1322.Search in Google Scholar

Jin, J., Wang, J., and Wang, L. (2024). A statistical anisotropic damage constitutive model for shale including the effects of confining pressure and strain rate. Rock Mech. Rock Eng. 57: 1825–1847, https://doi.org/10.1007/s00603-023-03635-2.Search in Google Scholar

Klement, I., Vilkovský, P., and Vilkovská, T. (2021). The influence of wood moisture content on the processes of freezing and heating. Appl. Sci. 11: 6099, https://doi.org/10.3390/app11136099.Search in Google Scholar

Kojima, Y. and Yamamoto, H. (2005). Effect of moisture content on the longitudinal tensile creep behavior of wood. J. Wood Sci. 51: 462–467, https://doi.org/10.1007/s10086-004-0676-5.Search in Google Scholar

Kromoser, B., Spitzer, A., Ritt, M., and Grabner, M. (2024). Wooden bridges: strategies for design construction and wood species–from tradition to future. Int J Archit Heritage 18: 652–668, https://doi.org/10.1080/15583058.2023.2181719.Search in Google Scholar

Lemaitre, J. (1984). How to use damage mechanics. Nucl. Eng. Des. 80: 233–245, https://doi.org/10.1016/0029-5493(84)90169-9.Search in Google Scholar

Li, X.W., Jiang, C.L., Liu, W.P., and Ji, M. (2011). Rock damage constitutive equation based on Weibull distribution of intensity. Appl. Mech. Mater. 90: 565–569, https://doi.org/10.4028/www.scientific.net/AMM.90-93.565.Search in Google Scholar

Lin, H., Liang, L., Chen, Y., and Cao, R. (2021). A damage constitutive model of rock subjected to freeze-thaw cycles based on lognormal distribution. Adv. Civ. Eng. 2021: 6658915, https://doi.org/10.1155/2021/6658915.Search in Google Scholar

Liu, X., Zhu, Z., Liu, A., and Tian, Y. (2020). Lognormal distribution function for describing seepage damage process of single-cracked rock. Adv. Civ. Eng. 2020: 8838670, https://doi.org/10.1155/2020/8838670.Search in Google Scholar

National Technical Committee on Wood Standardization (SAC/TC 41) (2022a). Test methods for physical and mechanical properties of small clear wood specimens – part 11: determination of compressive strength parallel to grain: GB/T 1927.11-2022. China Standards Press, Beijing, China.Search in Google Scholar

National Technical Committee on Wood Standardization (SAC/TC 41) (2022b). Test methods for physical and mechanical properties of small clear wood specimens – part 14: determination of tensile strength parallel to grain: GB/T 1927.14-2022. China Standards Press, Beijing, China.Search in Google Scholar

Oudjene, M. and Khelifa, M. (2009). Elasto-plastic constitutive law for wood behaviour under compressive loadings. Constr. Build. Mater. 23: 3359–3366, https://doi.org/10.1016/j.conbuildmat.2009.06.034.Search in Google Scholar

Pan, X.H., Xiong, Q.Q., and Wu, Z.J. (2018). New method for obtaining the homogeneity index m of Weibull distribution using peak and crack damage strains. Int. J. GeoMech. 18: 04018034, https://doi.org/10.1061/(ASCE)GM.1943-5622.0001146.Search in Google Scholar

Pan, Y., An, R., You, W., and Fan, Y. (2024). A mechanical model used for the multifactor analysis of through-tenon joints in traditional Chinese timber structures. Int. J. Archit. Herit. 18: 551–576, https://doi.org/10.1080/15583058.2023.2173106.Search in Google Scholar

Peng, H., Salmén, L., Stevanic, J.S., and Lu, J. (2019). Structural organization of the cell wall polymers in compression wood as revealed by FTIR microspectroscopy. Planta 250: 163–171, https://doi.org/10.1007/s00425-019-03158-7.Search in Google Scholar PubMed

Qing, H. and Mishnaevsky, JrL. (2011). A 3D multilevel model of damage and strength of wood: analysis of microstructural effects. Mech. Mater. 43: 487–495, https://doi.org/10.1016/j.mechmat.2011.05.007.Search in Google Scholar

Song, X. and Lam, F. (2010). Stability capacity and lateral bracing requirements of wood beam-columns. J. Struct. Eng. 136: 211–218, https://doi.org/10.1061/(ASCE)ST.1943-541X.0000095.Search in Google Scholar

Startsev, O.V., Makhonkov, A., Erofeev, V., and Gudojnikov, S. (2017). Impact of moisture content on dynamic mechanical properties and transition temperatures of wood. Wood Mater. Sci. Eng. 12: 55–62, https://doi.org/10.1080/17480272.2015.1020566.Search in Google Scholar

Sun, G., Pang, J.H., Zhou, J., Zhang, Y., Zhan, Z., and Zheng, L. (2012). A modified Weibull model for tensile strength distribution of carbon nanotube fibers with strain rate and size effects. Appl. Phys. Lett. 101: 131905, https://doi.org/10.1063/1.4754709.Search in Google Scholar

Trcala, M., Suchomelová, P., Bošanský, M., and Němec, I. (2024). A constitutive model considering creep damage of wood. Mech. Time-Depend. Mater. 28: 163–183, https://doi.org/10.1007/s11043-024-09679-3.Search in Google Scholar

Wen, J.H., Zhou, C.Y., Huang, L., Cheng, Y., Huang, L.C., and You, F.F. (2011). Study on statistical damage softening constitutive model and determination of parameters for rock based on lognormal distribution. Appl. Mech. Mater. 69: 33–38, https://doi.org/10.4028/www.scientific.net/AMM.69.33.Search in Google Scholar

Xie, Q., Zhang, L., Zhang, B., Yang, G., and Yao, J. (2020). Dynamic parallel-to-grain compressive properties of three softwoods under seismic strain rates: tests and constitutive modeling. Holzforschung 74: 927–937, https://doi.org/10.1515/hf-2019-0229.Search in Google Scholar

Xu, B.H., Bouchaïr, A., and Racher, P. (2014). Appropriate wood constitutive law for simulation of nonlinear behavior of timber joints. J. Mater. Civ. Eng. 26: 04014004, https://doi.org/10.1061/(ASCE)MT.1943-5533.0000905.Search in Google Scholar

Yang, K., Liu, M., Du, N., Huo, Z., Chen, Y., Yang, Z., and Yan, P. (2024a). Performance analysis of a novel phase-change wall of wood structure coupled with sky-radiation cooling. Energy Convers. Manage. 307: 118329, https://doi.org/10.1016/j.enconman.2024.118329.Search in Google Scholar

Yang, Q., Liu, K., Yu, P., and Law, S.S. (2024b). The analytical lateral load resisting performances of a bracket set frame in a traditional Chinese timber structure. Structures 61: 106128, https://doi.org/10.1016/j.istruc.2024.106128Getrightsandcontent.Search in Google Scholar

Yuan, C., Li, C., Huang, H., Bai, W., and Xie, Y. (2023). Numerical simulation study on the constitutive model of fully-graded concrete based on statistical damage theory. Buildings 13: 2412, https://doi.org/10.3390/buildings13102412.Search in Google Scholar

Zhang, L., Xie, Q., Zhang, B., Wang, L., and Yao, J. (2021). Three-dimensional elastic-plastic damage constitutive model of wood. Holzforschung 75: 526–544, https://doi.org/10.1515/hf-2019-0247.Search in Google Scholar

Zhu, H., Luo, W., Ciesielski, P.N., Fang, Z., Zhu, J.Y., Henriksson, G., Himmel, M.E., and Hu, L. (2016). Wood-derived materials for green electronics, biological devices, and energy applications. Chem. Rev. 116: 9305–9374, https://doi.org/10.1021/acs.chemrev.6b00225.Search in Google Scholar PubMed

Zhu, Z., Yang, S., Ranjith, P.G., Tian, H., Jiang, G., and Dou, B. (2022). A statistical thermal damage constitutive model for rock considering characteristics of the void compaction stage based on normal distribution. Bull. Eng. Geol. Environ. 81: 306, https://doi.org/10.1007/s10064-022-02794-w.Search in Google Scholar

Received: 2025-08-01
Accepted: 2025-11-05
Published Online: 2025-11-14

© 2025 Walter de Gruyter GmbH, Berlin/Boston

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