An innovative approach on the renewable hybrid barrier: combined use of wood and sand
Yazarlar (4)
Halil İbrahim Yumrutaş Karabük Üniversitesi, Türkiye
Doç. Dr. Emre BİRİNCİ Kastamonu Üniversitesi, Türkiye
Hüseyin Yörür Karabük Üniversitesi, Türkiye
Ali Osman Atahan
İstanbul Teknik Üniversitesi, Türkiye
İstanbul Teknik Üniversitesi, Türkiye
| Makale Türü |
Özgün Makale
(SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale)
|
||
| Dergi Adı | Cerne (Q3) | ||
| Dergi ISSN | 0104-7760 Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | Türkçe | Basım Tarihi | 08-2021 |
| Cilt / Sayı / Sayfa | 27 / 1 / 1–10 | DOI | 10.1590/01047760202127012821 |
| Makale Linki | http://dx.doi.org/10.1590/01047760202127012821 | ||
| UAK Araştırma Alanları |
Odun Mekaniği ve Teknolojisi
|
||
| Özet |
| Background Wooden materials have been among the basic materials used in many different areas due to some advantages throughout the history. Roadside barriers, which are called passive safety structures, can be produced with different materials such as wood, steel, concrete, and plastic. In this study, Renewable Hybrid Barriers (RHB), a new type of barrier that is used wood in terms of aesthetics, renewability, high shock resistance, and used sand in terms of impact absorption capacity and low cost, produced by taking into account some of the disadvantages of other barrier types. These barriers are planned to be used especially in historical/touristic areas, scenic roads, and in urban areas as urban furniture. Real-time crash tests in accordance with EN 1317 (Road Restraint Systems) standard require high cost and long time. Therefore, the pendulum crash test mechanism frequently used in the literature was manufactured at which the experiments were carried out. Results The results revealed that the RHBs which has 2 cm thick timber and sand used together, were sufficient and suitable in terms of both cost and necessary safety criteria. It was observed that impregnation and heat treatment applications did not have a considerable negative effect on the performance of RHBs which provide an opportunity to use RHBs for outdoor conditions.. Conclusion In the light of the results of the study, the optimum wood timber thickness was determined as 2 cm regarding TB 31 test criteria. It is proposed that the crash tests for different wood species, timber thickness, and/or barrier dimensions … |
| Anahtar Kelimeler |
| Crash pendulum | Hybrid | Sand | Urban furniture | Wooden barrier |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| Web of Science | 4 |
| Scopus | 5 |
| Google Scholar | 5 |