WOOD AS A STRUCTURAL MATERIAL: CURRENT STATE OF THE ISSUE, PROBLEMS, PROSPECTS
Article Sidebar
Main Article Content
Abstract
This document provides a systematic overview of the latest developments in the field of bendable and non-centrally compressed elements and composite elements made of wood and concrete, focusing on key topics including mechanical characteristics, molding processes, fire resistance, interfacial mechanisms and stability assessment. As a result of the analysis, it was determined that: glued wood, due to its multilayer structure, good flexibility and controlled surface behavior, has clear advantages when exposed to fire, bending and composite systems, although the stability of the surface at high temperatures and the mechanisms of prolonged aging require further study. Progress in the field of flexible wood components, driven by advances in hydrothermal softening, local compaction, material modification, and cross-sectional innovations, however, challenges remain related to molding stability and the continuity of the manufacturing process for large-sized parts. Wood–concrete composite structures exhibit excellent ductility, energy dissipation, and seismic performance, but uncertainty remains about the long-term durability of the joints and behavior under environmental conditions. In general, engineered wood materials are evolving from the study of individual properties to the development of a multiscale paradigm of “material-interface–structure–environment”. Future work should strengthen the understanding of mechanics, multiscale modeling, process industrialization, and sustainability research to create high-performance wooden structural systems.
Article Details

This work is licensed under a Creative Commons Attribution 4.0 International License.
LIYUN ZENG, Panzhihua University, China
Doctor of Philosophy
A. HIL, Euphrosyne Polotskaya State University of Polotsk
Candidate of Technical Sciences, Associate Professor
YUFENG LI, Panzhihua University, China
Doctor of Philosophy, Professor
References
Yao, L., Xu, M., Sun, D., & Wang, Z. (2024). Research on Teak Furniture Design and Node Optimization Based on Solid Wood Bending Technologv. Furniture & Interior Design, 31(08), 78–85. (In Chinese).
Kubojima, Y., Okano, T., & Ohta, M. (2000). Bending strength and toughness of heat-treated wood. Journal of Wood Science, 46(1), 8–15. DOI: 10.1007/BF00779547.
Li, R. (2025). Comparative study on overall, surface and centre compressed solid wood. Scientific Reports, 15(1). DOI: 10.1038/s41598-025-05827-y.
Bal, B.C. (2021). Effect of span length on the impact bending strength of poplar and pine woods. BioResources, 16(2), 4021–4026. DOI: 10.15376/biores.16.2.4021-4026.
Ribeiro, A.B. (2024). Moment Resistant Joints for Timber Frames (PHD). Coimbra: University of Coimbra.
Liu, W., & Yang, H. (2008). Experimental study on flexural behavior of engineered wood beams. Journal of Building Structures, 29(1), 90–95. (In Chinese).
Rao, Z., Wang, J., & Ning, F. (2020). Experimental study of negative bending performance of glulam T-beam. Journal of Central South University of Forestry &Technology, 40(8), 155–163. (In Chinese).
Yao, T., Wang, J., Ning, F., & Rao, Z. (2019). Experimental research on flexural bearing capacity of larch glulam T-beam. Journal of Central South University of Forestry &Technology, 39(5), 124–131. (In Chinese).
Shang, P., Sun, Y.-F., Zhou, D., Qin, K.-R., & Yang, X. (2018). Experimental Study of The Bending Performance of Hollow Glulam Beams. Wood and Fiber Science, 50(1), 3–19. DOI: 10.22382/wfs-2018-002.
Kytka, T., Gašparík, M., Sahula, L., Novák, D., Karami, E., Das, S., & Sviták, M. (2024). Predicted and Experimental Bending Behaviour of Glulam Bonded by RPF Adhesive. Materials, 17(2). DOI: 10.3390/ma17020514.
He, M., Wang, Y., Li, Z., Zhou, L., Tong, Y., & Sun, X. (2022). An Experimental and Analytical Study on the Bending Performance of CFRP-Reinforced Glulam Beams. Frontiers in Materials, 8. DOI: 10.3389/fmats.2021.802249.
Korolchenko, D.A., & Portnov, F.A. (2024). Study on Structural Fire Protection and Fire Resistance of Glued Laminated Timber Columns. Buildings, 14(12). DOI: 10.3390/buildings14124049.
Cao, H. (2010). Study on Wood Properties of Citrus Japonica. Journal of Huangshan University, 12(5), 95–97. DOI: 10.3969/j.issn.1672-447X.2010.05.030. (In Chinese).
Zhang, Y., Song, K., & Tong, D. (2012). Mechanism of wood grain compression ratio and PDR influence. Forestry machinery and woodworking equipment, 40(11), 35–37.
Li, X., & Zhao, Y. (2024). Bending Performance of Water Saturated White Birch and Ash Wood at 20–100 °C. Forests, 15(7). DOI: 10.3390/f15071077.
Wu, Y., Zhu, J., Qi, Q., & Cui, L. (2022). Research progress of solid wood bending softening technology. Review. Wood Research, 67(6), 1056–1073. DOI: 10.37763/wr.1336-4561/67.6.10561073.
Barnes, H.M., Sanders, M.G., & Lindsey, G.B. (2014). Compression and bending strength of steamed, treated hardwoods. BioResources, 9(1), 537–544.
Lee, I.-H., & Kim, K.-H. (2021). Influence of adhesive and layer composition on compressive strength of mixed cross-laminated timber. BioResources, 16(4), 7461–7473.
Qian, C. (2023). Study on Manufacturing Technology of Structural Glulam. Value Engineering, 145–148. DOI: 10.3969/j.issn.1006-4311.2023.21.044. (In Chinese).
Yang, H., Wei, S., Shi, M., & Gao, B. (2023). Fire resistance test of glued wood floor in wooden structure building. Building Structure, 53(22), 134–139. DOI: 10.19701/j.jzjg.20210159. (In Chinese).
Hu, X., Chen, L., Xu, Q., Han, C., & Leng, Y. (2020). Experimental study of the mechanical behavior of glulam beams exposed to three-side fire. Building Structure, 50(16), 87–93. DOI: 10.19701/j.jzjg.2020.16.015. (In Chinese).
Zhang, J., Sun, Y., Wang, Y., Lu, C., Wang, W., & Wu, L. (2022). Experimental study on fire performance of cross laminated. Journal of Building Structures, 43(9), 115–127. DOI: 10.14006/j.jzjgxb.2020.0603. (In Chinese).
Van Hai, L., Pham, D. H., & Kim, J. (2022). Effect of Bleaching and Hot-Pressing Conditions on Mechanical Properties of Compressed Wood. Polymers, 14(14). DOI: 10.3390/polym14142901.
Wei X., & Guo W. (2023). Study on the bending behavior of steel splice joint between laminated wood elements. Architecture Technology, 54(20), 2505–2508. (In Chinese).
Yao, L., Song, F., Wei, M., Wang, A., Xu, X., Chen, Z., … Jiang, P. (2025). Flame-Retardant Wood Scrimber/Plywood Composites: Preparation, Characterization, and Enhanced Structural Performance. Polymers, 17(18). DOI: 10.3390/polym17182556.
Dominguez-Santos, D., Mora-Melia, D., Pincheira-Orellana, G., Ballesteros-Pérez, P., & Retamal-Bravo, C. (2019). Mechanical Properties and Seismic Performance of Wood-Concrete Composite Blocks for Building Construction. Materials, 12(9). DOI: 10.3390/ma12091500.
Wang, Z., Wei, Y., Jiang, J., Zhao, K., & Zheng, K. (2020). Comparative Study on Mechanical Behavior of Bamboo-Concrete Connections and Wood-Concrete Connections. Frontiers in Materials, 7. DOI: 10.3389/fmats.2020.587580.
Giv, A.N., Asante, B., Yan, L., & Kasal, B. (2024). Shear performance and durability of adhesively bonded spruce wood-concrete composite joints: Effects of indoor and outdoor environmental conditions, mechanical load, and their coupled effect. Construction and building materials, 436. DOI: 10.1016/j.conbuildmat.2024.136905.
Pan, Y., Tannert, T., Kaushik, K., Xiong, H., & Ventura, C.E. (2021). Seismic performance of a proposed wood-concrete hybrid system for high-rise buildings. Engineering Structures, 238. DOI: 10.1016/j.engstruct.2021.112194.
Gan, Z., He, M., Li, Z., & Sun, Y. (2025). Buckling performance of a two-span nail-laminated timber-concrete composite floor under axial load. China Civil Engineering Journal, 58(9), 55–63. DOI: 10.15951/j.tmgcxb.24010068. (In Chinese).
Most read articles by the same author(s)
- D. LAZOUSKI, D. GLUHAU, Y. LAZOUSKI, A. HIL, COMPUTATIONAL MODEL OF THE STRESS-STRAIN STATE OF STATICALLY INDETERMINATE REINFORCED CONCRETE STRUCTURES, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 14 (2022)
- D. LAZOUSKI, D. GLUKHOV, A. KHATKEVICH, A. HIL, E. CHAPARANGANDA, NONLINEAR CALCULATION OF BENT STEEL-REINFORCED CONCRETE ELEMENTS, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 2 (2024)
- D. LAZOUSKI, D. GLUKHOV, A. KHATKEVICH, A. HIL, A. KALTUNOU, E. CHAPARANGANDA, PRACTICAL MODELING OF THE STRESS-STRAIN STATE OF REINFORCED CONCRETE ELEMENTS UNDER FORCE AND TEMPERATURE INFLUENCES, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 2 (2025)
- A. HIL, RESULTS OF EXPERIMENTAL RESEARCH OF BENDING RESISTANCE OF STATICALLY INDETERMINATE REINFORCED CONCRETE BEAMS WITH COMBINED REINFORCEMENT OF THE STRETCHED ZONE OF THE SUPPORT SECTION, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 16 (2021)
- A. HIL, Y. LAZOUSKI, EXPERIMENTAL RESEARCH METHODOLOGY OF CONTINIOUS REINFORCED CONCRETE BEAMS WITH HYBRID REINFORCEMENT OF THE TENSIONED ZONE OF NORMAL SECTION AT THE CENTRAL SUPPORT, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 16 (2019)
- V. KISELEV, A. HIL, PRACTICAL RECOMMENDATIONS FOR DESIGNING BROADENING CENTRAL LOADED FOUNDATION, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 16 (2015)
- D. LAZOUSKI, A. HIL, A. KHATKEVICH, G. TSIPAN, PROSPECTS FOR THE USE OF MECHANICAL JOINTS IN THE FORM OF CONCRETE DOWELS IN WOOD-CONCRETE STRUCTURES, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 3 (2025)
- A. KHATKEVICH, V. GRINEV, A. HIL, STRENGTH OF MASONRY WITH RETICULAR REINFORCEMENT, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 16 (2014)
- D. LAZOUSKI, D. GLUKHOV, A. KHATKEVICH, A. HIL, A. KALTUNOU, E. CHAPARANGANDA, CALCULATION OF THE STRESS-STRAIN STATE OF REINFORCED CONCRETE ELEMENTS UNDER THE INFLUENCE OF LOAD AND HIGH TEMPERATURE, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 1 (2026)