Effects of loading rate on impact response of axially loaded reinforced concrete members and performance enhancement by AFRP

T. Gurbuz, A. Ilki, D. P. Thambiratnam, N. Perera

Araştırma sonucu: Kitap/Rapor/Konferans Bildirisinde BölümKonferans katkısıbilirkişi

1 Atıf (Scopus)

Özet

Structures may be exposed to accidental dynamic loadings during their service lives even though most of them had not been designed to resist such loadings. Under high-rate loading conditions, structural response significantly differs from that under static loading. In this research, conventionally designed Reinforced Concrete (RC) members were examined experimentally under static loading and drop weight impact tests. It was observed that by increasing the loading rate, the failure mode of axially loaded RC members under low elevation impact changes from flexural into a more brittle character dominated by shear. Aramid Fiber Reinforced Polymer (AFRP) wrapping can then be used to enhance the performance of RC members under impact loads.

Orijinal dilİngilizce
Ana bilgisayar yayını başlığıInsights and Innovations in Structural Engineering, Mechanics and Computation - Proceedings of the 6th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2016
EditörlerAlphose Zingoni
YayınlayanCRC Press/Balkema
Sayfalar1440-1445
Sayfa sayısı6
ISBN (Basılı)9781138029279
DOI'lar
Yayın durumuYayınlandı - 2016
Etkinlik6th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2016 - Cape Town, South Africa
Süre: 5 Eyl 20167 Eyl 2016

Yayın serisi

AdıInsights and Innovations in Structural Engineering, Mechanics and Computation - Proceedings of the 6th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2016

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???event.eventtypes.event.conference???6th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2016
Ülke/BölgeSouth Africa
ŞehirCape Town
Periyot5/09/167/09/16

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Publisher Copyright:
© 2016 Taylor & Francis Group, London.

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