scholarly journals Ductility and strength of hybrid fiber reinforced self-consolidating concrete beam with low reinforcement ratios

2011 ◽  
Vol 1 ◽  
pp. 28-34 ◽  
Author(s):  
Zhiguo You ◽  
Xiangyu Chen ◽  
Shuai Dong
Keyword(s):  
Concrete Beam ◽  
Fiber Reinforced ◽  
Hybrid Fiber ◽  
Self Consolidating Concrete

On the mechanical behavior of polypropylene, steel and hybrid fiber reinforced self-consolidating concrete

2018 ◽  
Vol 188 ◽  
pp. 280-291 ◽  
Author(s):  
Vitor Moreira de Alencar Monteiro ◽  
Leonardo Reis Lima ◽  
Flávio de Andrade Silva
Keyword(s):  
Mechanical Behavior ◽  
Fiber Reinforced ◽  
Hybrid Fiber ◽  
Self Consolidating Concrete

Research on Static Load Tests of Damaged Bridge Strengthened with Pre-Stressed HFRP

2014 ◽  
Vol 1079-1080 ◽  
pp. 258-265
Author(s):  
Chen Ning Cai ◽  
Shan He ◽  
Li Na Liu ◽  
Shi Kun Ou
Keyword(s):  
Static Load ◽  
Flexural Rigidity ◽  
Fiber Reinforced Polymer ◽  
Test Results ◽  
Structural Members ◽  
Fiber Reinforced ◽  
Hybrid Fiber ◽  
Reinforced Polymer ◽  
Glass Fiber Reinforced ◽  
Load Tests

Thispaper presents an experimental study to strengthen an existing bridge usingpre-stressed carbon fiber reinforced polymer (CFRP) and glass fiber reinforced polymer(GFRP) materials. The method using pre-stressed hybrid fiber reinforced polymer(HFRP) to strengthened structural members is an emerging pre-stressed strengtheningtechnology. In this study, experimental data selected from result of staticloading test conducted to hollow slabs with CFRP/GFRP has been compared with specimenswithout strengthening. Test results showed that the strengthening methoddeveloped in this study could effectively reduce the stress in hollow slab,improving the flexural rigidity and inhibiting the concrete from fracture.

Evaluation of cost-effective hybrid fiber reinforced ECC

Sadhana ◽  
2021 ◽  
Vol 46 (2) ◽  
Author(s):  
Maninder Singh ◽  
Babita Saini ◽  
HD Chalak
Keyword(s):  
Cost Effective ◽  
Fiber Reinforced ◽  
Hybrid Fiber
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