Bond Behavior between GFRP Bars and High Strength and Ultra-High Strength Fiber Reinforced Seawater Sea-sand Concrete (SSC) under Pullout Loading

2021 ◽  
pp. 115013
Author(s):  
JinJing Liao ◽  
Jun-Jie Zeng ◽  
Yu-Lei Bai ◽  
Lihai Zhang
Keyword(s):  
High Strength ◽  
Fiber Reinforced ◽  
Bond Behavior ◽  
Gfrp Bars ◽  
Sea Sand ◽  
High Strength Fiber

Microstructural behaviour and shrinkage properties of high-strength fiber-reinforced seawater sea-sand concrete

2022 ◽  
Vol 320 ◽  
pp. 126222
Author(s):  
Davoud Vafaei ◽  
Xing Ma ◽  
Reza Hassanli ◽  
Jinming Duan ◽  
Yan Zhuge
Keyword(s):  
High Strength ◽  
Fiber Reinforced ◽  
Sea Sand ◽  
High Strength Fiber

A New Pull-Out Test to Study the Bond Behavior of Fiber Reinforced Cementitious Composites

2017 ◽  
Vol 747 ◽  
pp. 258-265 ◽  
Author(s):  
Tommaso D'Antino ◽  
Francesca Giulia Carozzi ◽  
Pierluigi Colombi ◽  
Carlo Poggi
Keyword(s):  
Stress Transfer ◽  
High Strength ◽  
Fiber Reinforced ◽  
Bond Behavior ◽  
Direct Shear Tests ◽  
Pull Out ◽  
The Matrix ◽  
Set Up ◽  
High Strength Fiber ◽  
Fiber Reinforced Cementitious Composites

Fiber reinforced cementitious matrix (FRCM) composites are gaining increasing popularity in the civil engineering community. FRCM composites are comprised of high-strength fiber textiles embedded within inorganic matrices that are responsible for the stress-transfer mechanism between the composite and the substrate. Failure of FRCM composites including one layer of textile is generally reported to be debonding of the fibers from the embedding matrix. Therefore, the bond behavior of the matrix-fiber interface is of critical importance for these types of composites.This paper presents the results of an experimental campaign carried out to investigate the bond behavior of an FRCM composite comprising PBO fibers. Specimens were tested using a newly-developed pull-out test set-up. The results obtained are compared with those obtained by different authors on single-lap direct-shear tests with the same FRCM composite.

COMPARITIVE STUDY ON HIGH STRENGTH FIBER REINFORCED SELF CURING SCC AND CONVENTIONAL CURED SCC

2016 ◽  
Vol 5 (2) ◽  
pp. 32
Author(s):  
LOHITHA V ◽  
KRISHNESWAR R ◽  
KUMAR B. NARENDRA ◽  
◽  
◽  
...  
Keyword(s):  
High Strength ◽  
Fiber Reinforced ◽  
High Strength Fiber

scholarly journals THE INFLUENCE OF TENSILE RESISTANCE OF ULTRA HIGH STRENGTH FIBER REINFORCED CONCRETE ON FLEXURAL FAILURE

2008 ◽  
Vol 64 (3) ◽  
pp. 435-448
Author(s):  
Tetsuo KAWAGUCHI ◽  
Makoto KATAGIRI ◽  
Kazuyoshi SHIRAI ◽  
Junichiro NIWA
Keyword(s):  
Reinforced Concrete ◽  
High Strength ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced ◽  
Flexural Failure ◽  
High Strength Fiber

Shear Behavior of RC Beams Using Ultra High Strength Fiber Reinforced Concrete Precast Formworks

2012 ◽  
Vol 18 (31) ◽  
pp. 222-229
Author(s):  
Chunyakom Sivaleepunth ◽  
Toshimichi Ichinomiya ◽  
Shinichi Yamanobe ◽  
Tetsuya Kono ◽  
Naoki Sogabe ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
High Strength ◽  
Shear Behavior ◽  
Fiber Reinforced Concrete ◽  
Rc Beams ◽  
Fiber Reinforced ◽  
High Strength Fiber
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