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首页> 外文期刊>Tunnelling and underground space technology >Experimental study on hybrid precast tunnel segments reinforced by macro-synthetic fibres and glass fibre reinforced polymer bars
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Experimental study on hybrid precast tunnel segments reinforced by macro-synthetic fibres and glass fibre reinforced polymer bars

机译:宏观合成纤维和玻璃纤维增​​强聚合物棒加固杂种预制隧道区段的实验研究

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摘要

Increasing the popularity of using fibres in precast structures has brought questions about their usability in segmental tunnel linings as an alternative to the conventional reinforced lining. Most prior studies have already revealed that the replacement of conventional steel reinforcement is possible with steel fibres. However, the usability of macro-synthetic fibres (MSFs) as reinforcements in precast tunnel segments is still unclear and one of the controversial questions to be answered. As such, this study aims to evaluate the structural applicability of using polypropylene (PP) MSFs in precast tunnel segments by means of an experimental program on full-scale specimens. Within this framework, totally fourteen full-scale precast tunnel segments of Mecidiyekoy - Mahmutbey underground railway tunnel in Istanbul/Turkey characterized by four different reinforcement cases were analysed: i) typical conventional steel reinforcement; ii) the combination of MSFs and conventional reinforcement; iii) the combination of MSFs and glass fibre reinforced polymer (GFRP) rebars; and iv) MSFs only. Flexural tests were carried out to compare the flexural behaviour of specimens at the allowable crack opening width, while point load tests were conducted to observe the structural performance of precast tunnel segments under the effect of design thrust forces. The experimental results showed that the combination of MSFs and GFRP could be an innovative solution for precast tunnel segments in case of using a suitable quantity that satisfied the project requirements. Although PP fibres exhibited adequate spalling and splitting stress control, it is observed that they could not overcome high flexure forces without using reinforcement bars at a low volume of fractions. Thus, more comprehensive studies need to perform on GFRP + MSFs segments because of having the advantages of corrosion resistance in the presence of an aggressive surrounding environment.
机译:在预制结构中增加使用纤维的普及已经为其在节段隧道衬里中的可用性带来了问题,作为传统的加强衬里的替代方案。大多数事先研究已经透露,用钢纤维更换常规钢筋。然而,宏观合成纤维(MSF)作为预制隧道段中的增强件的可用性仍然不清楚,并且有一个有争议的问题是要回答的一个问题。因此,本研究旨在通过在全尺寸样本上的实验程序评估使用聚丙烯(PP)MSF在预制隧道段中使用聚丙烯(PP)MSF的结构适用性。在此框架内,伊斯坦布尔/土耳其的Mahmutbekoy - Mahmutbey地下铁路隧道的全面14个全尺寸预制隧道隧道分析了四种不同的增强案件:i)典型的传统钢筋; ii)MSFS和常规钢筋的组合; iii)MSF和玻璃纤维增​​强聚合物(GFRP)钢筋的组合;和iv)仅限MSFS。进行弯曲试验以比较允许裂缝开口宽度在允许裂缝开口宽度下的弯曲行为,同时进行点载试验,以观察设计推力力的效果下预制隧道段的结构性能。实验结果表明,在使用满足项目要求的合适数量的情况下,MSFS和GFRP的组合可能是预制隧道段的创新解决方案。尽管PP纤维表现出足够的剥落和分裂应力控制,但是观察到它们不能克服高挠性力而不使用低量级分的加强杆。因此,更全面的研究需要在GFRP + MSFS段上进行,因为在存在侵蚀性周围环境存在下具有耐腐蚀性的优点。

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