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Basalt Fiber: Sea structures













Here is a presentation about this application:

http://www.sfmarina.com/basalt.pdf

Basalt fiber reinforced concrete

The   use   of   corrosion   resistant   fiber   reinforced   polymer   (FRP)   reinforcement   is   beneficial in transportation structures particularly those exposed to deicing salts, and/or located in highly corrosive environment. 

Glass, carbon and agamid fibers are commonly used in the manufacture of reinforcing bars for concrete applications. Recent developments in fiber production technology allow the making of  rebars from basalt fiber which is made from basalt rock. Basalt fiber has good range of thermal performance, high tensile strength, resistance to acids, good electro-magnetic properties, inert  nature, resistance to corrosion, radiation, vibration and impact loading. BFRP products are available in a variety of forms such  as straight rods, loops, two-dimensional mesh, and spirals. 

Fiber reinforced polymer (FRP) composite bars and fabric sheets are currently being used as  internal or external reinforcement for concrete members in many structural systems.   American Concrete Institute Committee  published  a  revised  state-of-the-art  report  (ACI  440R-07 1 )  and several other reports for the design and construction of structural concrete internally  reinforced with FRP bars. These reports provide design guidelines and recommendations, and provide information on the use of common FRP materials such as, glass (GFRP), agamid  (AFRP) and carbon (CFRP).

High strength, light weight, non-magnetic and non-corrosive properties, and good fatigue endurance are among  some  of  the  favorable  properties  that  would  favor  the  use  of  FRP  bars.   High initial cost, low modulus,  linear  stress/strain behavior until failure,  and durability issues  are  some obstacles  to  the adoption of FRP materials in transportation infrastructure.
However,  there  remain  questions  regarding  the  performance  of  GFRP  and  AFRP  in  highly alkaline environment within concrete.  CFRP bars are too expensive to be implemented in normal cost sensitive civil engineering structures.  Furthermore, cost of production of FRP bars is high because FRP bars that are currently available in the market are manufactured by  pultrusion method.

A new type of reinforcing bars made from basalt fiber (BFRP) has good potential to provide benefits that are comparable or superior to GFRP, and significantly cost effective compared to  CFRP.  A new wet layup process was recently developed and patented by a Norwegian company Reforcetech.  

http://onlinepubs.trb.org/onlinepubs/conferences/2009/Infrastructure/Patnaik.pdf


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