Tests on L-Shape Shear and Split Tensile on Hybrid Concrete (HESF+PP) using GFRP
Author(s):
Prashant , VTU PG Center Gulbarga; Brijbhusan S, VTU PG centerKeywords:
Shear Test, Split Tensile Test, Hooked end Steel Fibre (HeSF), Polyproplene Fibre(PP), GFRPAbstract:
To prevent segregation and bleeding in concrete a some decade ago started practicing of fiber addition in concrete this gave a good result M30 mix is considered for work with 1% of fiber addition i.e 0.5% of Polypropylene + 0.5% of Hooked end Steel Fiber, with 0.45 w/c ratio and 1.5% of super plasticizer for workability of concrete. Conducted various tests like Slump cone test, compressive test, spilt tensile test, flexural test, and shear test for concrete. Then FRP product E-Glass fabric or GFRP used for lamination purpose of 900 gsm to specimens then laminated specimens are also tested above mentioned experiment expect slump test. Results are compared after 28 days of curing with normal concrete to hybrid concrete and with GFRP to without GFRP lamination. Result has shown increase in strength with normal to hybrid concrete and also increase in with GFRP lamination when compared to without GFRP lamination.
Other Details:
| Manuscript Id | : | J4RV3I2032 |
| Published in | : | Volume : 3, Issue : 2 |
| Publication Date | : | 01/05/2017 |
| Page(s) | : | 43-48 |
