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- W2384124927 abstract "The article through 6 rectangular cross-section of Xinjiang poplar wood beams and finite element analysis software ANSYS,Though carbon fiber sheet experimental study on flexural performance of Xinjiang Yang beams reinforcement,analysis of unreinforced beams and reinforced the ultimate bearing capacity of the beam,the mid-span deflection and other performance indicators. The whole process of reinforced timber beam bending test was simulated by the finite element software ANSYS. then,the load-displacement curve and stress-strain nephogram of reinforced timber beam under static load. The result show that: In Xinjiang poplar wood beams tensile region of the paste CFRP can significantly improved flexural performance of beams,the finite element software ANSYS simulation results and CFRP reinforcing Xinjiang Yang beam bending results are basic agreement,it verify the correctness of the selecting unit and modeling." @default.
- W2384124927 created "2016-06-24" @default.
- W2384124927 creator A5061383451 @default.
- W2384124927 date "2014-01-01" @default.
- W2384124927 modified "2023-09-25" @default.
- W2384124927 title "Paste the CFRP strengthened beams low beams strengthened Xinjiang poplar experimental research and finite element analysis" @default.
- W2384124927 hasPublicationYear "2014" @default.
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