Modeling and optimization of the manufacturing parameters of a hybrid fiber reinforced polymer composite PxGyEz

2021 ◽  
Author(s):  
Bassey Okon Samuel ◽  
Malachy Sumaila ◽  
Bashar Dan-asabe
Keyword(s):  
Polymer Composite ◽  
Fiber Reinforced Polymer ◽  
Fiber Reinforced ◽  
Hybrid Fiber ◽  
Modeling And Optimization ◽  
Reinforced Polymer ◽  
Manufacturing Parameters

Assay of Machining attributes in Drilling of Natural Hybrid Fiber Reinforced Polymer Composite

2019 ◽  
Vol 16 ◽  
pp. 1097-1105
Author(s):  
Jeswin Arputhabalan ◽  
Prabhu S ◽  
Palanikumar K ◽  
Venkatesh S ◽  
Vijay K
Keyword(s):  
Polymer Composite ◽  
Fiber Reinforced Polymer ◽  
Natural Hybrid ◽  
Fiber Reinforced ◽  
Hybrid Fiber ◽  
Reinforced Polymer

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.

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