Renewable hybrid roadside barrier: Optimization of timber thickness
Yazarlar (4)
Hüseyin Yörür Karabük Üniversitesi, Türkiye
Doç. Dr. Sedat Özcanan Şırnak Üniversitesi, Türkiye
Halil İbrahim Yumrutaş Karabük Üniversitesi, Türkiye
Doç. Dr. Emre BİRİNCİ Kastamonu Üniversitesi, Türkiye
| Makale Türü |
Özgün Makale
(SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale)
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| Dergi Adı | Bioresources (Q2) | ||
| Dergi ISSN | 1930-2126 Dergi Bilgileri (2023) | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | Türkçe | Basım Tarihi | 02-2023 |
| Kabul Tarihi | – | Yayınlanma Tarihi | 01-12-2022 |
| Cilt / Sayı / Sayfa | 18 / 1 / 804–826 | DOI | 10.15376/biores.18.1.804-826 |
| Makale Linki | http://dx.doi.org/10.15376/biores.18.1.804-826 | ||
| UAK Araştırma Alanları |
Odun Mekaniği ve Teknolojisi
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| Özet |
| Researchers have recently focused on new and original roadside barriers that prioritize aesthetic, and environmental concerns by employing natural materials. In this study, the safety performance (Acceleration Severity Index (ASI), Theorical Head Impact Velocity (THIV)), structural performance (Working Width (W), Exit Angle (a)), and failure analysis (visual deformation) of a newly developed Renewable Hybrid Barrier (RHB) system at different timber thicknesses were tried to be determined by pendulum crash test and Finite Element (FE) models. The FE models were calibrated and validated based on pendulum crash test results, and then the most suitable timber thickness in terms of safety and structural performance was determined via FE analyses. The results revealed that as the timber thickness decreased, the safety parameters, such as ASI and THIV, decreased, thus the barrier safety increased. However, it … |
| Anahtar Kelimeler |
| Natural material | Numerical analysis | Renewable material | Timber | Wood material | Wood mechanic |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| Web of Science | 1 |
| Scopus | 1 |
| Google Scholar | 1 |