Accelerated creep testing of tensile properties of glued laminated bamboo

被引:0
|
作者
Liu Y. [1 ]
Sheng B. [2 ]
Huang D. [1 ]
Wang W. [1 ,3 ]
Zhang K. [1 ,3 ]
机构
[1] National Engineering Research Center of Biomaterials, Nanjing Forestry University, Nanjing
[2] School of Architectural Engineering, Jinling Institute of Technology, Nanjing
[3] School of Civil Engineering, Nanjing Forestry University, Nanjing
基金
中国国家自然科学基金;
关键词
accelerated creep testing; creep curve; Findley creep model; glued laminated bamboo; tensile creep;
D O I
10.13801/j.cnki.fhclxb.20230625.003
中图分类号
学科分类号
摘要
The tensile creep behavior of glued laminated bamboo was experimentally studied by the conventional creep test with a time duration of 500 h. The Findley creep model was used to fit the creep curves. The accelerated test using the stepped isothermal method (SIM) was applied to characterize the long-term tensile behavior of glued laminated bamboo. The SIM master curves display the creep characteristics of several decades beyond the test duration. The results show that the tensile creep curve of glued laminated bamboo has two stages under different stress levels: The primary and the secondary creep stages. The tensile creep behavior of glued laminated bamboo conforms to linear viscoelasticity, and its creep deformation is proportional to the stress level at any time. When the stress level is high (reaching 60% of the ultimate strength), the glued laminated bamboo undergoes creep fracture, presenting a brittle failure mode. The Findley creep model can well fit the short-term tensile creep behavior of glued laminated bamboo, and its extrapolation agrees well with the SIM creep master curve. Based on the test results and analysis, the isochronous stress-strain curves were established. The coefficient of elastic modulus of laminated bamboo for different design service life was further discussed and compared with the recommended values in GB/T 50005− 2017 standard for design of timber structures. © 2024 Beijing University of Aeronautics and Astronautics (BUAA). All rights reserved.
引用
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页码:990 / 1000
页数:10
相关论文
共 36 条
  • [1] Engineered bamboo: T/CECS 10138− 2021, (2021)
  • [2] CHEN Guo, WANG Zhenguo, WU Xintao, Et al., Experimental study on shear performance of laminated bamboo lumber nailed connections[J], Journal of Hunan University (Natural Sciences), 50, 1, pp. 119-127, (2023)
  • [3] SUN X F, HE M J, LI Z., Novel engineered wood and bamboo composites for structural applications: State-of-art of manufacturing technology and mechanical performance evaluation[J], Constructions and Building Materials, 249, (2020)
  • [4] ZHANG Jialiang, MAO Ming, YU Binwu, Et al., Experimental study on axial compressive behavior of steel-bamboo I-section composite columns, Journal of Building Structures, 43, 2, pp. 105-115, (2022)
  • [5] LIU Yanyan, HUANG Dongsheng, SHENG Baolu, Experimental study and numerical simulation on mode-I inter-laminar fracture behavior of laminated bamboo, Journal of Building Structures, 44, 1, pp. 280-288, (2023)
  • [6] XIAO Yan, CHEN Guo, SHAN Bo, Et al., Research and application of lightweight glue-laminated bamboo frame structure[J], Journal of Building Structures, 31, 6, pp. 195-203, (2010)
  • [7] XIAO Y, ZHOU Q J, SHAN B., Design and construction of modern bamboo bridges[J], Journal of Bridge Engineering (ASCE), 15, pp. 533-541, (2010)
  • [8] XIAO Yan, SHAN Bo, Glubam structures, pp. 1-18, (2013)
  • [9] XIE Qiaojun, XIAO Yan, Experimental study on large-span glubam roof trusses, Journal of Building Structures, 37, 4, pp. 47-53, (2016)
  • [10] JIANG Weian, LIU Kewei, ZHANG Xin, Et al., Trends and path for development of bamboo structural engineering towards 2035 in China, China Civil Engineering Journal, 54, 10, pp. 125-132, (2021)