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The focus of this research was to evaluate the effects of reinforcing materials, reinforcement ratio and arrangement on the flexural behavior.
This paper presents the results of an experimental study of one-third scaled concrete bridge deck models with several varying structural variables, including supporting beam sizes, reinforcement percentages and reinforcing materials.
As the handling of nonrenewable sources of reinforcing materials become environmentally sensitive, biofibre-reinforced composites and biocomposites can be viable alternative materials because of their unlimited availability, much higher specific strength due to their lower density than the conventional fibres, and ease of recycling.
This has been achieved in recent studies with a new bonding technique designated as Continuous Reinforcement Embedded at Ends (CREatE) which was developed by the authors with other reinforcing materials (Biscaia et al. 2016c, 2017) and it consists to embed both free ends of the reinforcing material into the structural element.
The influence of FRP reinforcing materials on the link slab structural performance was presented and discussed.
Special additives like Melt Stabilizers and Fillers and Reinforcing Materials are discussed.
The advantages and disadvantages of using different reinforcing materials are discussed.
One of the possibilities of overcoming these disadvantages is joining reinforcing materials to glass.
The natural fibers are found to be reliable and sometimes cheap reinforcing materials for composites.
The performance of these materials mostly depends upon selecting right combinations of reinforcing materials.
Graphene oxide nanoplatelets (GONPs) have unique physical properties that make them effective reinforcing materials.
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