High-Temperature Fire Resistance For Concrete Using Sustainable Building

KILINÇARSLAN, Semsettin and PEHLİVANOĞLU, H.Ece and PEHLİVANOĞLU, Fazile and SEVEN, Aysun and MOLLA, Tuba (2010) High-Temperature Fire Resistance For Concrete Using Sustainable Building. In: 2nd International Symposium on Sustainable Development, June 8-9 2010, Sarajevo.

[img]
Preview
Text
issd2010_science_book_p865-p871.pdf

*- Download (221kB) | Preview

Abstract

The purpose of this research;production olivine doped concrete is subjected to various experiments by designing and applying to provide to increase the fire resistance. The olivine doped concrete samples were obtained by using TS 802,which provide from olivine mining facilities located in Isparta-Sütçüler-Ayvalıpınar. Aggregate was provide from aggregate mine in Isparta-Atabey. Ordinary concrete samples were obtained by using same mixing rate on the olivine doped concrete . Olivine doped and ordinary concrete samples were heated at 3000 C,6000C and 900 0C during 2 hours in the spring laboratory of Dokuz Eylul University in Đzmir, which have been taken their cure of 28 day. Later the ultrasound pulse velocity (UV) and compressive strength of samples have been determined at construction laboratory of Suleyman Demirel Universty in Isparta.It has been found that normal aggregate descreased compressive strength by heat increasing, whereas using olivine instead of normal aggregate increased compressive strength until 6000C,but decreased at 9000C.

Item Type: Conference or Workshop Item (Paper)
Uncontrolled Keywords: Olivine, aggregate, compressive strength, ultrasound pulse velocity
Subjects: Q Science > Q Science (General)
Depositing User: Mr. Ibrahim Kinal
Date Deposited: 08 Feb 2012 17:14
Last Modified: 24 Feb 2012 15:09
URI: http://eprints.ibu.edu.ba/id/eprint/640

Actions (login required)

View Item View Item