FRP rebar and Pultruded Rods

[concacc]

I am interested if existing Literature and/or Research reports exist of studies of fiber types and resin types regarding their resistance tothe high alkalinity environment of concrete and/or salt water exposure? Any help is appreciated.

 

[merbas]

if you provide your mail I will send all test data of FIBERMESH fibers according to UL.<br>
<br>
bye<br>

 

[merbas]

the only fibers are syntetic fibers who resist to alkalinity and salts. others metallic and glass fibers are not good enough.<br>
<br>
As syntetic fibers the best is polypropilen fibers, because nylon and PE fiber consumed water from the mixture and difficult to make stable the concrete.<br>

 

[concacc]

merbas;<br>
Sorry for the delay. If your offer still stands, send to:<br>
Engineering Services<br>
721 Richard Street<br>
Miamisburg, Ohio 45342<br>
Thanks, I appreciate the help<br>

 

[merbas]

I will send you "4 years studity of fiber reinforced (polyproplyne-pp) concrete and corrosion effet" and "list of resistance to chemicals (appx 500 type)" and "report of why nylon and PE not suitable for concrete" booklet via mail to your address <br>
<br>
but what is your name?<br>
<br>

 

[concacc]

Thanks for the help.<br>
I am David Niday.<br>

 

[MPHenry]

concacc<br>
You may be interested in the fact that ACI Committee 440 issued a draft on Provisional Design Recommendations for Concrete Reinforced with FRP Bars. A Draft 3 was issued in January 1999. If you contact ACI (American Concrete Institute) you might be able to get a copy.<br>
Regards<br>
Mike

 

[gyoung]

Merbas, If you are still out there I would love the info. on the fibermesh.

1122 summit St.
Eau Claire, WI. 54703

Thanks alot, I would really appreciate it..

 

[binsalem]

Hi,
does any one know if there is any work performed on GFRP reinforced concrete shrinkage or creep?
Your help is highly appreciated