Fiber Reinforced Polymer (FRP)
composite material has good corrosion resistance and high tensile
strength, which is an ideal material to be used as main reinforcement in
reinforced concrete for the purpose of steel corrosion prevention.
Among the current commercially available FRP products, i.e. carbon-FRP,
glass-FRP, aramid-FRP, glass-FRP (GFRP) gains more interests to the
civil infrastructure industry since it has lower cost as compared to the
other ones.
GFRP
bar is non-metallic material. It doesn’t corrode as the way steel does
in reinforced concrete. However, this doesn’t mean GFRP bar is durable
in a long-term view. The existence of concrete pore water with high pH
values gives rise to the long-term durability problem for GFRP bar.
Chemical reactions between hydroxide ions and resin matrix, and glass
fibers as well,result in the materials degradation and loss of bond
strength between fibers and resin matrices. Certain sustained loads
acted on GFRP bar tend to induce GFRP micro-cracking, which provide
passages for the ingress of hydroxide ions into the GFRP bar. The width
of micro-cracks depends on the sustained stress level. In this regard,
GFRP bar is expected to gained more strength loss under concrete pore
water attack in combination with sustained loading as compared to that
without sustained loading.
Recently,
a long-term performance prediction of GFRP bar in moist concrete beam
indicated a significant strength loss of GFRP bar at elevated
temperature exposure. In recognition of this, parametric studies were
performed on GFRP bar Reinforced Normal Weight Concrete bridge deck to
study the structural behavior and the real sustained stress level in
GFRP bar under service loads. The results indicated that the design of
GFRP RC deck is always controlled by the serviceability and the
sustained stress in GFRP bar is in between 3.44-7.52% of GFRP design
strength on the basis of ACI 440 design guideline and AASHTO LRFD Bridge
Design Specification.
Lightweight
structural concrete has unit weight approx. 90-120 lb/ft 3. By using
LWC in GFRP bar reinforced concrete bridge deck is expected to give less
sustained load effects on bridge deck, which could be a benefit to the
long-term durability of GFRP bar since the sustained stress in GFRP
reinforcement is lower than that in NWC deck. Therefore, it becomes
essential to investigate the sustained stress in GFRP bar reinforced LWC
bridge decks.
Purchasing Fiberglass Chopped Strand Mat,
please focus on Sichuan Sincere & Long-term Complex Material Co.,
Ltd, and contact email: fred@chinaweibo.com.cn or chat on Skype:
fred.wei08
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