scholarly journals Influence of Bacterial Strain Combination in Hybrid Fiber Reinforced Geopolymer Concrete subjected to Heavy and Very Heavy Traffic Condition

2021 ◽  
Vol 19 (4) ◽  
pp. 359-369
Author(s):  
Chithambar Ganesh ◽  
M. Muthukannan ◽  
A. Suresh Kumar ◽  
K. Arunkumar
Keyword(s):  
Bacterial Strain ◽  
Heavy Traffic ◽  
Geopolymer Concrete ◽  
Fiber Reinforced ◽  
Hybrid Fiber ◽  
Traffic Condition ◽  
Strain Combination

scholarly journals Durability Studies on the Hybrid Fiber reinforced Geopolymer concrete made of M-sand under ambient curing

2020 ◽  
Vol 981 ◽  
pp. 032074
Author(s):  
A Chithambar Ganesh ◽  
K Rajesh Kumar ◽  
M Vinod Kumar ◽  
Vyshnavi ◽  
R Vandhiyan ◽  
...  
Keyword(s):  
Geopolymer Concrete ◽  
Fiber Reinforced ◽  
Hybrid Fiber ◽  
Ambient Curing

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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