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Volume 54 Issue 7
Jul.  2024
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2024  >  54(7): 62-68
CHEN, Gong, XIE. MICRO RENEWAL OF PUBLIC SPACE IN OLD COMMUNITIES BASED ON SHARING CONCEPT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 80-83,90. doi: 10.13204/j.gyjz202001014
Citation: ZHANG Peng, YANG Siqi, DENG Yu, NI Miao, LING Daoyuan. Research on Mechanical Properties of Bamboo Winding Composite Pipe Reinforced Thin-Walled Steel Tube Composite Structures Under Axical Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 62-68. doi: 10.3724/j.gyjzG23010801
shu

Research on Mechanical Properties of Bamboo Winding Composite Pipe Reinforced Thin-Walled Steel Tube Composite Structures Under Axical Compression

doi: 10.3724/j.gyjzG23010801

  • Guangxi University of Science and Technology, Liuzhou 545000, China

  • Received Date: 2023-01-08
    Available Online: 2024-08-16
    Abstract
  • The bamboo winding composite pipe is a new type of environmentally-friendly material independently developed in China. In order to study the reinforced thin-walled circular steel tube composite structures, axial compression tests were conducted on the composite specimens, and the failure modes and bearing capacity of the composite specimens were studied. Trends of load versus displacement and strain were analyzed, and a theoretical calculation formula for the axial compression ultimate bearing capacity of the composite specimens was proposed. Finally, ABAQUS finite element software was used to analyze the parametric analysis of the composite specimen, as well as the influence of the thickness of bamboo winding composite pipe and other parameters on the axial compression performance. The experimental results showed that the failure mode of the composite specimens was lateral bending failure in the middle section of the specimen. Compared to pure bamboo winding composite pipes and steel tubes, the ultimate bearing capacity of the composite specimens had increased by 6.5 times and 1.5 times, respectively. The experimental results were in good agreement with the finite element simulation results, and the error between the theoretical calculation bearing capacity formula and the experimental results was 5.9%.
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