Advances and Future Directions in Laminated Bamboo Lumber-Steel Splice Connections

Authors

  • Yilei Qian

DOI:

https://doi.org/10.6919/ICJE.202511_11(11).0011

Keywords:

Laminated Bamboo Lumber-Steel Plate Connections; Mechanical Properties; Connection Design; Connection Performance; Numerical Simulation.

Abstract

With the growing emphasis on green building and sustainable development, laminated bamboo lumber (LBL) has gained increasing attention as a green construction material known for its excellent mechanical properties and short renewal cycle. Connections are crucial for the safe transfer of forces within bamboo structures, and among them, LBL-steel plate connections have become a key focus of research and application due to their ease of construction, reliable force transfer, and good deformation performance. This paper reviews the research progress on LBL-steel plate connections, systematically analyzing the mechanical properties, failure modes, and key influencing factors (such as bolt diameter-to-thickness ratio, end distance, and anchorage depth) of different connection forms, including bolted, screwed, and hybrid connections. Research indicates that the failure modes (e.g., bamboo bearing, bolt bending, screw pull-out, or shear failure) and mechanical properties (e.g., load-bearing capacity, stiffness, ductility) of the connections are highly dependent on their geometrical parameters and connection methods. Existing timber design codes show poor adaptability for bamboo connections, highlighting the urgent need to develop design methods and theoretical models (such as the tri-linear stiffness model and elastic foundation beam theory) tailored to the characteristics of bamboo. Numerical simulation technology, particularly finite element analysis based on cohesive zone models, has become an effective supplementary means for studying the force-transfer mechanisms within connections. Finally, this paper outlines future research directions, including the long-term performance and durability of connections, dynamic response and seismic design, standardization and code development, and the exploration of new connection technologies, aiming to provide references for the refinement of bamboo structure theory and the promotion of its engineering practice.

Downloads

Download data is not yet available.

References

[1] Li Xiazhen, Ren Haiqing, Li Xianjun, et al. Load-bearing Characteristics and Failure Modes of Bolted Connections in Reconstituted Bamboo-Steel Gusset Plate Joints [J]. Scientia Silvae Sinicae, 2021, 57(8): 157-166.

[2] Zhong Yong, Ren Haiqing, Zhang Junzhen, et al. Bearing Performance of Bolted Laminated Bamboo-Steel Gusset Plate Joints [J]. Journal of Building Materials, 2013, 16(4): 642-648.

[3] Wang Xiaodun. Experimental and Theoretical Study on Mechanical Properties of Screw Connections in Laminated Bamboo Lumber [D]. Tianjin University, 2021.

[4] Study on Flexural Performance of Raw Bamboo Tenon-Beam-Column Joints [J]. Journal of Bamboo Research, 2024, 9(1).

[5] Mao, M., Tong, K. T., Zhang, J. L., Wang, J. M., & Li, Y. S. (2021). Influence of long-term loading on mechanical properties of steel-bamboo composite beams. Journal of Building Materials, 24(6), 1280-1290.

[6] Xu Da, Li Yushun, Zhang Zhenwen, et al. Application of Cohesive Zone Model in Deformation Analysis of Steel-Bamboo Composite Beams [J]. China Forest Products Industry, 2018(8): 42-47.

Downloads

Published

2025-11-22

Issue

Section

Articles

How to Cite

Qian, Y. (2025). Advances and Future Directions in Laminated Bamboo Lumber-Steel Splice Connections. International Core Journal of Engineering, 11(11), 98-105. https://doi.org/10.6919/ICJE.202511_11(11).0011