کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
309071 513579 2014 7 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Frequency embedded box beam crash absorbers under oblique impacts
ترجمه فارسی عنوان
فرکانس گیرنده ضربه گیر سقوط جعبه تحت تاثیر ناگهانی
کلمات کلیدی
جذب سقوط، پرتوهای جعبه، تجزیه و تحلیل تصادف خودرو
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی


• Performance of patterned box beam crash absorbers under oblique impact is studied.
• Conventional notch and progressive frequency triggers are studied numerically.
• Beam's performance is better in progressive triggers as compared with notch triggers.
• SLD beams with progressive triggering provides highest energy absorption for a given weight.
• Among oblique capped and uncapped tests of beams, capped tests were more reliable.

Among recent developments in automotive crash absorbers, box-section thin-walled beams with embedded sinusoidal patterns on wall surfaces have been proposed in literature and have shown promising results under axial impacts. To cater for real-life accident situations, an efficient automotive frontal crash absorber must be able to absorb high amounts of impact energy not only in the axial direction, but also during misaligned and oblique impacts. The purpose of this paper is to study and analyse the performance of beams with embedded sinusoidal patterns subjected to oblique impact loads which exert both an axial force and a bending moment. Two types of triggering mechanisms for these beams which have been recently proposed in literature, i.e. conventional notch triggers and progressive frequency triggers have been numerically studied under oblique impacts in this paper. The results obtained are compared with a plain reference specimen using the critical angle criterion. It is observed that patterned beams with notch triggers are only marginally better in oblique impacts as compared to plain beams with the same triggers. Progressive frequency triggers on the other hand, greatly improve the beam's performance under inclined tests.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Thin-Walled Structures - Volume 75, February 2014, Pages 1–7
نویسندگان
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