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Open AccessArticle

Dynamic Fracture Behavior of Steel Fiber Reinforced Self-Compacting Concretes (SFRSCCs)

1
ETSI de Caminos, Canales y Puertos, Universidad de Castilla-La Mancha, 13071 Ciudad Real, Spain
2
ETSI de Caminos, Canales y Puertos, Universidad Politécnica de Madrid, 28040 Madrid, Spain
*
Author to whom correspondence should be addressed.
Materials 2017, 10(11), 1270; https://doi.org/10.3390/ma10111270
Received: 24 September 2017 / Revised: 25 October 2017 / Accepted: 3 November 2017 / Published: 5 November 2017
Three-point bending tests on notched beams of three types of steel fiber-reinforced self-compacting concrete (SFRSCC) have been performed by using both a servo-hydraulic machine and a drop-weight impact instrument. The lo ading rates had a range of six orders of magnitude from 2.20 × 10−3 mm/s (quasi-static) to 2.66 × 103 mm/s. These SFRSCCs had the same matrix, but various types of steel fiber (straight and hooked-end) and contents (volume ratios), 0.51%, 0.77% and 1.23%, respectively. The results demonstrate that the fracture energy and the flexural strength increase as the loading rate increases. Moreover, such tendency is relatively moderate at low rates. However, at high rates it is accentuated. For the 0.51% fiber content, the dynamic increase factors of the flexural strength and the fracture energy are approximately 6 and 3, while for the 1.23% fiber content, they are around 4 and 2, respectively. Thus, the higher the fiber content the less rate sensitivity there is. View Full-Text
Keywords: steel fiber reinforced self-compacting concrete (SFRSCC); fiber content; drop-weight impact test; flexure; dynamic increase factor (DIF) steel fiber reinforced self-compacting concrete (SFRSCC); fiber content; drop-weight impact test; flexure; dynamic increase factor (DIF)
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Zhang, X.; Ruiz, G.; Tarifa, M.; Cendón, D.; Gálvez, F.; Alhazmi, W.H. Dynamic Fracture Behavior of Steel Fiber Reinforced Self-Compacting Concretes (SFRSCCs). Materials 2017, 10, 1270.

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