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Volume 50 Issue 8
Oct.  2020
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Article Contents
GAO Jiangang, ZHAO Qilin, LI Fei, KE Minyong. ANALYSIS OF LONGITUDINAL CRACKING MECHANISM OF GFRP PRE-TIGHTENED TEETH CONNECTION UNDER TENSILE LOAD[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 182-188. doi: 10.13204/j.gyjzG201908190001
Citation: GAO Jiangang, ZHAO Qilin, LI Fei, KE Minyong. ANALYSIS OF LONGITUDINAL CRACKING MECHANISM OF GFRP PRE-TIGHTENED TEETH CONNECTION UNDER TENSILE LOAD[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 182-188. doi: 10.13204/j.gyjzG201908190001

ANALYSIS OF LONGITUDINAL CRACKING MECHANISM OF GFRP PRE-TIGHTENED TEETH CONNECTION UNDER TENSILE LOAD

doi: 10.13204/j.gyjzG201908190001
  • Received Date: 2019-08-19
  • It was found that longitudinal cracking phenomenon could be observed in tensile fatigue test of GFRP pre-tightened teeth connection (PTTC), which seriously affected the static and fatigue properties of the joint. The mechanism of longitudinal cracking was explained from two aspects by theoretical and numerical analysis. The results showed that: the internal interference fit of aluminum sleeve and the tensile load acting on the end of GFRP tube leaded to excessive hoop tensile stress in GFRP tube. Meanwhile, under tensile load, the helix angle caused torsional shear stress in GFRP tube. For the unidirectional fiber reinforced GFRP pultrusion tube, its tensile property was poor, so the hoop tensile stress should be strictly controlled or avoided in engineering.
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