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Experimental Tests on Steel Plate-to-Plate Splices Bonded by C-FRPS Laminas with and without Wrapping

机译:C-FRps层压板结合钢板对板拼接的试验研究

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摘要

The results of an experimental investigation carried out on steel splices bonded by (Carbon-Fiber–Reinforced Polymers) C-FRPs are presented in this paper. The main aim of the study is to examine the influence of different parameters on the type of failure and on the ductility of splices. Different configurations of the specimens were considered, including butt and lapped joints using different arrangements for end anchorage of the bonded C-FRP laminas, such as (i) external bonding; and (ii) anchored jacketing with C-FRP sheets transversally wrapped to the longitudinal axis of the joints. The results in terms of failure modes and response curves are described and\uddiscussed, highlighting the potentiality of these types of bonded connections for metal structures. In particular, experimental results showed that (i) the failure modes exhibited by both butt and lapped wrapped splices were substantially similar; (ii) the wrapped anchoring is beneficial in order to achieve large deformations prior to failure, thus allowing a satisfactory ductility, even though a more timely installation process is necessary
机译:本文介绍了对由(碳纤维增强聚合物)C-FRP粘结的钢接头进行的实验研究结果。该研究的主要目的是检验不同参数对破坏类型和接头延展性的影响。考虑了样品的不同构型,包括对粘合的C-FRP薄片的末端锚固采用不同布置的对接和搭接,例如(i)外部粘合; (ii)将C-FRP板横向包裹在接头纵轴上的锚固护套。描述和讨论了失效模式和响应曲线方面的结果,突出了这些类型的金属结构连接的潜力。具体而言,实验结果表明:(i)对接和搭接包裹的接头均表现出相似的破坏模式; (ii)包裹式锚固是有益的,以便在破坏前实现大的变形,从而即使在需要更及时的安装过程的情况下也具有令人满意的延展性

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