Thursday, January 26, 2012

The Status And Challenges Of FRP Reinforcing Bars


State
The first commercial use of FRP composite armor is twenty years old. These initial applications were non-magnetic or radio frequency transparent confirmation of magnetic resonance imaging (MRI), medical equipment and specialized military applications. FRP composite armor has become the industry standard for this application, replacing the stainless steel in recent years. Interesting parallel in Europe and Japan have helped to make FRP composite reinforcement of international study.

In addition, the Manufacturers Council of FRP rebar (President: Doug Gremel) was created by those vendors placed in the "contact points" with the aim of promoting quality assurance and other industry standards among manufacturers .

Canadian Highway Bridge Competition Code, CSA - S6-06 now contains provisions which allow the use of GFRP rebar. Thus, a series of bridges built in Canada, more routine. The largest of these projects so far is "Floodway Bridge" near Winnipeg. This is an important bridge for all indicators, but more for the fact that it was built "without the steel bridge," The concept of using all GFFRP bars in concrete above the bar.

Obstacles
The cost of FRP reinforcing bars in ft / $ is usually greater than conventional steel reinforcement. Carbon FRP is generally more expensive than the GFRP. Click here to find a detailed catalog of the cost of FRP rebar. Note that you cannot make a direct replacement of the steel bars on the principles of the design guide FRP appropriate. In general, the cost impact of FRP bars in the bridge deck is just for the increased cost of the bridge with something on the order of 2 to 5% nowadays. Therefore, using FRP bars and potentially get many more years of service cannot be an expensive alternative.

* The price is $ 3 to 4/lb (including approx. 1/lb $ cost of raw materials) in the case of Glass FRP and carbon FRP bar is generally more expensive. (See cost epoxy coated rebar $ 0.32/lb)

3R-04 issued to support the ACI 440 design wizards, with the understanding that in time, these test methods will be the transition to more formal body ASTM. The document is available from ACI provides engineering and practicing with the information needed to implement these new FRP bars. This transition is occurring and documents, such as ASTM D7205 now describe test methods for determining the tensile properties, modulus and strain of FRP bars. Several other test methods are also being printed in the format ASTM consensus review.

* Due to the lack of established standards, a wide variety of FRP bars are now marketed, ranging from simple plain bars bar tried to improve the characteristics of bonds. Therefore, a better understanding of the mechanical properties and bond behavior is necessary for a rational approach for the design of FRP-reinforced structures.

* Field of the curves are not allowed, and not welded, so that differences in the operations of carbon steel rebar construction should be applied in the design stage.

* Lack of familiarity of engineers can cause a decrease in productivity of exploration.

Contact Us:
FRP Distributors Inc.
14540 – 115 Avenue
Edmonton, Alberta, Canada T5M 3B9
Toll Free: 1-877-455-5105
Main Phone: 1-780-455-5105
Main Fax: 1-780-455-5140


What is The Rock Rebar


The Rock Rebar

Rock reinforcement has been developed especially for harsh environments, such as dams and road bridges. It is made of volcanic rock called basalt. Magma in the center of the Earth is basalt. Does not corrode. Basalt rod is made of basalt continuous filament and epoxy polymers. Adhesion to concrete is mainly an area of ​​sand, but there is a spiral "thread." Basalt filaments are made by the fusion of crushed stone of volcanic basalt with a mixture of specific minerals to 1700 degrees Celsius for 6 hours. The material is extracted from platinum rings for the warm white special fiber cools. Fresh fibers in hexagonal channels may results in an elastic structure significantly stronger than steel or fiberglass. The Rock reinforcement fiber consists of 80% and 20% resin. Basalt is nontoxic and inert. The production process generates no waste on the environment and is not toxic for use or recycling.

He did not force loose in a fire situation the house (it can take 600 degrees C quite happily). It is also naturally resistant to UV exposure.

The tensile strength of continuous basalt fiber is about twice as E-glass fibers and the modulus of elasticity is approximately 15-30% higher. Basalt fibers in an amorphous state have a higher chemical stability of glass fibers. When exposed to water at 70degrees C (158 "F), basalt fibers retain their strength of 1,200 hours, while the glass fibers that make 200 hours.

Roca frame is about 2.5 times stronger (tensile) steel bars and 60 series of the same diameter. The coefficient of thermal expansion is very similar to concrete (when the steel is very different). Roca frame is approximately one third the weight of steel and since it is 2.5 times stronger than steel and its strength to weight ratio is 7.5 times better.

Rock and rebar has a strong power, and drew very little. It has a very low modulus of elasticity than steel. If the subject is beyond spec, then it will break rather than stretch. Positioning the plate design needs to do this. The structural design is considered as "tensile modulus". Proper structural design, brushed steel does not have anywhere near the force required to break it.

Contact Us:
FRP Distributors Inc.
14540 – 115 Avenue
Edmonton, Alberta, Canada T5M 3B9
Toll Free: 1-877-455-5105
Main Phone: 1-780-455-5105
Main Fax: 1-780-455-5140

About The Alternative Rebar


The Alternative Rebar

Reinforcing steel is a steel wire rod used to reinforce concrete slabs. The product is positioned below the surface before the cement to smooth the surface. Reinforcing steel is extremely expensive, but can corrode over time if exposed. All of cement structure, regardless of size, must be strengthened to be stable. Alternatives to the standard frame include the replacement of plastic, corrosion of reinforcing steel and the direct use of alternatives.

Plastic options
Fiber reinforced plastic (FRP) are a relatively new product. Technical information on the classic product, but the armor is made of steel industries plastic composite and plastic using a fiber different and more power and flexibility of the product. The use of plastics and fibers to help prevent corrosion damage occurs because of the mild steel and concrete halls around the country. Costs are slightly higher, but the long-term benefits of promoting a more stable and durable construction.

Corrosion-resistant steel
Steel is stronger and more robust than most other replacement options rebar. The disadvantage of steel is the chemical reaction with salts in the soil and concrete. The resulting corrosion reduces the quality of the concrete slab. Reinforcing steel in concrete can thin panels, but corrosion makes thinner plaques more prone to cracking and damage. Modern technology has developed steel alloy that combines the strength of steel with high resistance to corrosion or rust. Stainless Steel offers this level of protection, but it was prohibitively expensive for use as concrete reinforcement.

Other options
Metal grid ranges from chicken wire fencing. Each wire grid that you can have around can be used in significant support from the concrete. Treated metal fencing works well as a reinforcement for the concrete tiles of small size. Aggregates are stones and rocks are used as filler material in the concrete slab. Instead of blindly dumping stones in the mold of cement and then pour the concrete on top, adding large pieces of stones or pebbles are mixed before pouring the concrete allows for greater stability in the long run.

Contact Us:
FRP Distributors Inc.
14540 – 115 Avenue
Edmonton, Alberta, Canada T5M 3B9
Toll Free: 1-877-455-5105
Main Phone: 1-780-455-5105
Main Fax: 1-780-455-5140


The Applications of HPFRC Applications for Earthquake


HPFRC Applications Of Earthquake

Tight and well detailed transverse reinforcement provides a stable mechanism for the shear strength and confinement of concrete and longitudinal bars by moving chargeback’s. Containment, in turn, increases the toughness of concrete, controls crack growth and helps maintain the integrity of the organ. Appropriate use of transverse reinforcement details are particularly critical in the design elements or areas exposed to moderate to high levels of shear and / or large inelastic rotations. Examples include coupling beams, beam-column connections, and the plastic hinge regions of flexural members. Observations of experimental research, as well as in the post-earthquake evaluations showed that the use of complete transverse reinforcement is carefully detailed to ensure a truly effective structural behavior during a major earthquake.

Designed for members as part of the lateral force resistance in areas of high seismicity, ACI 318 requires a significant amount of transverse reinforcement and shear strength for containment. Using these HPFRC members increases the shear strength and variety of confinement, and therefore has the potential to significantly reduce the amount of transverse reinforcement.

Take the case of reinforced concrete (RC) coupling beams in earthquake coupled wall systems. To ensure shear strength and deformation capacity of coupling beams, the cross, severely limits the diagonal reinforcement cages are required by the code, as shown in Figure 3. Using the simplifications HPFRC, important in the transverse reinforcement detailing of key members of earthquake resistant structures can be achieved without compromising the structural behavior.

Coupling beams
Coupling beams in structural wall systems play a major role in system behavior during earthquakes. These beams are under great stress requirements of rotation and shear during a severe earthquake, which requires intricate details and transverse reinforcement diagonally to meet the seismic requirements expected (Figure 3).

Since the introduction of the union of diagonal bracing on the upper entrepreneurs ACI noted the difficulties in construction. In response to a demand for design without disturbing the beam coupling Canbolat et al. (2005) studied the use of HPFRC as a way to significantly reduce the cross brace reinforcement around the diagonal, while the increased cutting capacity. The result was a new concept of prefabricated beams HPFRC coupling (Figure 4) that reduces the amount of diagonal reinforcement and, more importantly, eliminates the transverse reinforcement necessary to support the diagonal and confine the concrete. This design allows the placement of the diagonal bracing in a single layer, which also reduces the width of the beam coupling.

Contact Us:
FRP Distributors Inc.
14540 – 115 Avenue
Edmonton, Alberta, Canada T5M 3B9
Toll Free: 1-877-455-5105
Main Phone: 1-780-455-5105
Main Fax: 1-780-455-5140