首页> 外文期刊>Bulletin of the Polytechnic Institute of Jassy, Constructions, Architechture Section >Structural Response of Various Single Lap Joint Connections for Pultruded E-Glass Fibre Rreinforced Isophtalic Polymers Composite Plates
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Structural Response of Various Single Lap Joint Connections for Pultruded E-Glass Fibre Rreinforced Isophtalic Polymers Composite Plates

机译:拉挤电子玻璃纤维增​​强等位聚合物复合板的各种单搭接接头的结构响应

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The experimental results obtained from testing three joint configurations consisting of adhesively bonded, bolted,and hybrid joints with E-glass fibre reinforced isophthalic polyesters (GFRP) adherents are presented in this paper. The aim of this experimental program is to identify the failure modes, failure strengths and displacements for GFRP single lap joints using different joining methods. The best results have been obtained for hybrid joints manufactured by combining mechanical and adhesively bonded solutions. If compared with bolted joints, the results obtained for hybrid connections have shown an increase in the ultimate strength of 5% and 31% in comparison with adhesively bonded joints. For bolted joints with 10 Nm tightening torque, the values of the ultimate strength are 23% higher when compared with bolted joints without preloading, and approximately equal with the adhesively bonded joints
机译:本文介绍了通过测试三种接头结构而获得的实验结果,这些接头结构包括与E玻璃纤维增​​强间苯二甲酸聚酯(GFRP)胶粘剂的粘结接头,螺栓接头和混合接头。该实验程序的目的是使用不同的连接方法来确定GFRP单搭接接头的破坏模式,破坏强度和位移。通过将机械溶液和粘合剂溶液组合在一起制成的混合接头获得了最佳结果。如果与螺栓连接相比,混合连接获得的结果表明,与胶粘连接相比,极限强度提高了5%和31%。对于拧紧扭矩为10 Nm的螺栓连接,与不带预紧力的螺栓连接相比,极限强度值高23%,并且与胶接接头近似

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