ANALYSIS OF FINGER-JOINTS IN GLASS FIBER-REINFORCED POLYMER (GFRP) COMPOSITE GLUED LAMINATED TIMBER BEAMS

Pedro Gutemberg de Alcântara Segundinho, Antonio ALVES DIAS
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Abstract

The objective of this paper was to evaluate the effect of finger-joint reinforcement on thebending strength and stiffness of glulam beams made from high-density Eucalyptus spp. glued with resorcinol-formaldehyde adhesive.Six glulam beams were tested: three reinforced with glass fiber-reinforced polymer(GFRP) and three unreinforced for comparison. The GFRP was placed between the last two laminatesand at the bottom edge of theglulam only in the finger-joint position. The stiffness and strength of glulam beams were evaluated using static bending tests, which showed that the use of GFRP reinforcement resulted in a gain of more than 100% in average ultimate bending moment and about 10% in average bending stiffness. Tocalculate the theoretical bending stiffness and normal stresses, a theoretical analysis of beam bending was performed using the transformed section method, which showed agreement with the experimental results.
玻璃纤维增强聚合物(gfrp)复合胶合层压木梁指缝分析
本文的目的是评价指缝加固对高密度桉木胶合梁抗弯强度和刚度的影响,这种胶合梁是用间苯二酚-甲醛胶粘剂粘合而成的。测试了六个胶合木梁:三个用玻璃纤维增强聚合物(GFRP)加固,三个未加固进行比较。GFRP被放置在最后两个层压板之间,并在胶合板的底边仅在手指关节位置。通过静力弯曲试验对胶合木梁的刚度和强度进行了评估,结果表明,使用GFRP加固可使平均极限弯矩增加100%以上,平均抗弯刚度增加10%左右。为了计算理论抗弯刚度和正应力,采用变换截面法对梁的弯曲进行了理论分析,与实验结果吻合。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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