scholarly journals Possibility to Improve Strength and Structural Stability of Bridge Deck Slabs by Using Ultra High Performance Fiber Reinforced Concrete

2014 ◽  
Vol 11 (3) ◽  
pp. 79-87 ◽  
Author(s):  
Nazar S. ◽  
◽  
Ismaiel M.A ◽  
Ahmed M.
Keyword(s):  
Reinforced Concrete ◽  
Structural Stability ◽  
High Performance ◽  
Bridge Deck ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced ◽  
Deck Slabs ◽  
Bridge Deck Slabs ◽  
High Performance Fiber

Development of a Highway Bridge Deck Using Ultra-High Performance Fiber-Reinforced Concrete

2015 ◽  
Vol 104 (13) ◽  
pp. 1-8 ◽  
Author(s):  
Takashi Kosaka ◽  
Hidesada Kanaji ◽  
Toshimichi Ichinomiya ◽  
Kimio Saito
Keyword(s):  
Reinforced Concrete ◽  
High Performance ◽  
Bridge Deck ◽  
Fiber Reinforced Concrete ◽  
Highway Bridge ◽  
Fiber Reinforced ◽  
High Performance Fiber

Influence of technological factors on the properties of ultra-high-performance fiber reinforced concrete

2020 ◽  
pp. 135-147
Author(s):  
Igor Chilin ◽  
Keyword(s):  
Reinforced Concrete ◽  
High Performance ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced ◽  
Technological Factors ◽  
High Performance Fiber

Приведены результаты исследований и выполнена оценка влияния технологических факторов на реологические свойства самоуплотняющихся сталефибробетонных смесей, определены кратковременные и длительные физико-механические и деформативные характеристики сверхвысокопрочного сталефибробетона, включая определение его фактической морозостойкости.

scholarly journals Resistance of an Optimized Ultra-High Performance Fiber Reinforced Concrete to Projectile Impact

Buildings ◽  
2021 ◽  
Vol 11 (2) ◽  
pp. 63
Author(s):  
Anna L. Mina ◽  
Michael F. Petrou ◽  
Konstantinos G. Trezos
Keyword(s):  
Reinforced Concrete ◽  
High Performance ◽  
High Performance Concrete ◽  
High Strength ◽  
Fiber Reinforced Concrete ◽  
Steel Fibers ◽  
Fiber Reinforced ◽  
Depth Of Penetration ◽  
Projectile Impact ◽  
High Performance Fiber

The scope of this paper is to investigate the performance of ultra-high performance fiber reinforced concrete (UHPFRC) concrete slabs, under projectile impact. Mixture performance under impact loading was examined using bullets with 7.62 mm diameter and initial velocity 800 m/s. The UHPFRC, used in this study, consists of a combination of steel fibers of two lengths: 6 mm and 13 mm with the same diameter of 0.16 mm. Six composition mixtures were tested, four UHPFRC, one ultra-high performance concrete (UHPC), without steel fibers, and high strength concrete (HSC). Slabs with thicknesses of 15, 30, 50, and 70 mm were produced and subjected to real shotgun fire in the field. Penetration depth, material volume loss, and crater diameter were measured and analyzed. The test results show that the mixture with a combination of 3% 6 mm and 3% of 13 mm length of steel fibers exhibited the best resistance to projectile impact and only the slabs with 15 mm thickness had perforation. Empirical models that predict the depth of penetration were compared with the experimental results. This material can be used as an overlay to buildings or to construct small precast structures.

Sign in / Sign up

Export Citation Format

Share Document