首页> 外文会议>Annual conference of the Canadian Society for Civil Engineering >IMPACT OF LAMINATE PROPERTIES ON INTERFACE STRESSES AND STRESS INTENSITY FACTOR IN CRACKED STEEL PLATES REPAIRED WITH CARBON FIBER REINFORCED POLYMERS
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IMPACT OF LAMINATE PROPERTIES ON INTERFACE STRESSES AND STRESS INTENSITY FACTOR IN CRACKED STEEL PLATES REPAIRED WITH CARBON FIBER REINFORCED POLYMERS

机译:碳纤维增强聚合物修复的裂纹钢板中层合性能对界面应力和应力强度因子的影响

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Impact of laminate properties on laminate stresses and stress intensity factor (SIF) was studied numerically for edge cracked steel plates, repaired with bonded carbon fiber reinforced polymers (CFRP). The study included repairs with identical axial stiffness under applied far-field stress of 100 MPa. Parameters of the study were thickness and tensile modulus of adhesive and CFRP. It was found that maximum adhesive shear stress at crack location and the SIF were varied with the variation in adhesive G/t ratio (shear modulus per unit thickness) but these were less affected by the variation in CFRP properties. Peel stress at patch end was much sensitive to the adhesive modulus (E_A) and CFRP properties than the adhesive thickness (t_A). An increase in adhesive G/t of 8 times (by reducing its t_A) resulted in 200% increase in the maximum adhesive shear stress, 26% decrease in the SIF and a negligible impact on the peel stress. Similarly, increase in adhesive G/t of 16 times (by increasing its E_A) resulted in 360% increase in the maximum adhesive shear stress, 50% decrease in the SIF and 300% increase in the peel stress. Variation in CFRP properties had negligible impact on adhesive shear stress and the SIF but it affected the peel stress at the patch end. An increase in the CFRP thickness of 400% (with a corresponding decrease in E_A by 400%) increased the peel stress by 42% with negligible impact on the maximum adhesive shear and the SIF.
机译:数值研究了边缘裂纹钢板的层合特性对层合应力和应力强度因子(SIF)的影响,并用粘结碳纤维增强聚合物(CFRP)进行了修复。该研究包括在施加的100 MPa远场应力下具有相同轴向刚度的修复。研究的参数是粘合剂和CFRP的厚度和拉伸模量。发现在裂纹位置和SIF处的最大粘合剂剪切应力随粘合剂G / t比(每单位厚度的剪切模量)的变化而变化,但是这些受CFRP性能变化的影响较小。贴剂端的剥离应力对粘合模量(E_A)和CFRP特性的影响远大于粘合剂厚度(t_A)。粘合剂G / t增加8倍(通过降低其t_A)导致最大粘合剂剪切应力增加200%,SIF降低26%,并且对剥离应力的影响可忽略不计。同样,胶粘剂G / t增加16倍(通过增加其E_A)可导致最大胶粘剪切应力增加360%,SIF减小50%,剥离应力增加300%。 CFRP性能的变化对粘合剪切应力和SIF的影响可忽略不计,但它会影响贴片末端的剥离应力。 CFRP厚度增加400%(E_A相应减少400%)会使剥离应力增加42%,而对最大粘合剪切力和SIF的影响可忽略不计。

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