Return to index: [Subject] [Thread] [Date] [Author]

Re: Steel Reinforcement Elongation Limit

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Scott,

Thanks for the input.

Initially I committed the fatal error of ASSUMING ... Now I see why in
e-mail less sometimes is less, not more.

I have worked closely with W. Gold and G. Blaszac in the past, as members of
ACI Committee 440 - FRP and sub-committee 440F-Repair.

There are now a few guidelenes on the use of FRP's in construction.

Thanks,

jim

----- Original Message -----
From: Scott E Maxwell <smaxwell(--nospam--at)engin.umich.edu>
To: <seaint(--nospam--at)seaint.org>
Sent: Wednesday, July 26, 2000 8:00 AM
Subject: Re: Steel Reinforcement Elongation Limit


> Now that you supply additional relevant information, I can better
> understand your question.  Unfortunately, I will not be much help.  I
> haven't had the privaledge of working with some of the more advanced
> materials.
>
> I assume when you say composites, you are referring to FRP.  If so there
> was an article in the Feb. 2000 issue of Structural Engineer magazine
> about using FRP to reinforce existing concrete members.  The article
> outlined a method for determining the design.  While you may not want to
> use their method (I have real knowledge in this area, so I don't know how
> useful it is), you could contact the authors for information.  The authors
> were William Gold and Gregg Blaszak.  They might be able to provide the
> answers to your questions.  I am sure that you could get in contact with
> them through the magazine (their company was not listed).
>
> Hope this helps,
>
> Scott Maxwell, PE, SE
>
>


******* ****** ******* ******** ******* ******* ******* *** 
*   Read list FAQ at: http://www.seaint.org/list_FAQ.asp 
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) to the list, send email to 
*   admin(--nospam--at)seaint.org and in the body of the message type 
*   "join seaint" (no quotes). To Unsubscribe, send email 
*   to admin(--nospam--at)seaint.org and in the body of the message 
*   type "leave seaint" (no quotes). For questions, send 
*   email to seaint-ad(--nospam--at)seaint.org. Remember, any email you 
*   send to the list is public domain and may be re-posted 
*   without your permission. Make sure you visit our web 
*   site at: http://www.seaint.org 
******* ****** ****** ****** ******* ****** ****** ********