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Adhesive Fatigue Test on Rehabilitated Steel Beam Bonding CFRP Plates Part 1 Preliminary Adhesive Fatigue Test

机译:修复钢梁粘结CFRp板的粘接疲劳试验第1部分初步粘接疲劳试验

摘要

The authors have developed a tensile force strengthening method using bonded carbon fiber reinforced plastic (CFRP) plate to enhance the life of existing building. Inthis study, performs dynamic fatigue tests on rehabilitated steel beam bonding CFRP plates to reveal fatigue properties of the adhesive and examines fatigue fracture properties of adhesive on cyclic loading. In previous paper, calculated stress distribution of adhesive layer, and its showed validity. Also, it examined fatigue limit of adhesive on the basis of the modified Goodman law. In this paper, reports performing preliminary fagigue test for performing adhesive fatigue test to reveal the fatigue properties of adhesive. The result showed that shear yield limit and reversed fatigue limit was greater than assumed value.
机译:作者已经开发出一种使用粘合碳纤维增强塑料(CFRP)板的拉力增强方法,以延长现有建筑物的使用寿命。在这项研究中,对修复后的钢梁粘结CFRP板进行动态疲劳测试,以揭示胶粘剂的疲劳性能,并研究胶粘剂在循环载荷下的疲劳断裂性能。在以前的论文中,计算了胶粘剂层的应力分布,并证明了其有效性。另外,它根据修正的古德曼定律检查了粘合剂的疲劳极限。在本文中,报告进行了初步疲劳试验,以进行胶粘剂疲劳测试,以揭示胶粘剂的疲劳特性。结果表明,剪切屈服极限和反向疲劳极限均大于假定值。

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