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steel fibers

 
This forum is locked: you cannot post, reply to, or edit topics.This topic is locked: you cannot edit posts or make replies.    www.sefindia.org Forum Index -> E-Conference 20th June 2005
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anandrshah9
SEFI Member
SEFI Member


Joined: 26 Jan 2003
Posts: 13

PostPosted: Thu Jul 07, 2005 8:56 am    Post subject: steel fibers Reply with quote

I have gone through the literature of novocon steel fibers & we have used it
for slab supported on ground as the replacement of regular steel bar. We
have referred ASTM & IRC standard for the parameters of fibers.
Is TATA or other Indian manufacturer produce steel fibers with the same ASTM
or IRC standards?
We found the behavior satisfactory because of ease of operation & good
performance in crack control.
There are literatures available regarding its use in beam column junction
for better ductility & avoiding congestion of steel.
I would like to know, if someone has used steel fibers in beam column
junction in actual project in india not just in lab.

Thanks & Regards,
Anand Shah


[quote]From: hsrai@gndec.ac.in
Reply-To: econf@sefindia.org
To: anandrshah9@hotmail.com
Subject: [Econf] Re: [Econf] Embossing and Bond strength [was]  
Reinforcement  Identification
Date: Sat Jul  2 17:14:38 2005

*************************************************
SEFI e-Conference on Steel Reinforcement from June 27 to July 10, 2005
*************************************************
Sponsored by TATA Steel
*************************************************




On Fri, 1 Jul 2005 inchak@tatasteel.com wrote:

Quote:
Tata steel Clearly EMBOSSES "TATA TISCON" for Fe 415, and "TISCON 500"
for Fe 500 at an interval of at most one meter on each bar.

How does this embossing affect "Bond Strength". As embossing interferes
with rib pattern, bond strength may alter. Has manufacturer studied this
aspect?

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