Year 2019, Volume 22 , Issue 3, Pages 126 - 134 2019-09-30

Farklı Kür Uygulanmış Betonların Yüksek Sıcaklık Davranışlarının İncelenmesi
Investigation of High Temperature Behaviors of Different Cure Applied Concretes

Kadir Güçlüer [1]


Concrete is produced cement-bonded system, which is a composite material formed by the combination of different components. The hydration process of the cement and the hydration products affect the mechanical and technological properties of the concrete. In this sense, the curing process is needed to achieve the targeted mechanical properties. In this study, concrete samples were produced by using additives with different origins called mineral additives. The samples were subjected to pressurized steam curing with the help of autoclave at different temperature and pressure values. After the curing process, the compressive strength of the test samples were investigated. In addition, the cured samples were kept in high temperature furnaces at 450 and 900 0C for 6 hours and the compressive strength of the samples were examined. As a result of the study, it was found that the autoclave cure caused an increase in the compressive strength of the concrete at 400 0C. The best high temperature resistance values were determined in the blast furnace slag addition series.

Concrete is produced cement-bonded system, which is a composite material formed by the combination of different components. The hydration process of the cement and the hydration products affect the mechanical and technological properties of the concrete. In this sense, the curing process is needed to achieve the targeted mechanical properties. In this study, concrete samples were produced by using additives with different origins called mineral additives. The samples were subjected to pressurized steam curing with the help of autoclave at different temperature and pressure values. After the curing process, the compressive strength of the test samples were investigated. In addition, the cured samples were kept in high temperature furnaces at 450 and 900 0C for 6 hours and the compressive strength of the samples were examined. As a result of the study, it was found that the autoclave cure caused an increase in the compressive strength of the concrete at 400 0C. The best high temperature resistance values were determined in the blast furnace slag addition series.

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Primary Language en
Subjects Civil Engineering
Journal Section Civil Engineering
Authors

Orcid: 0000-0001-7617-198X
Author: Kadir Güçlüer (Primary Author)
Country: Turkey


Dates

Application Date : June 14, 2019
Acceptance Date : September 9, 2019
Publication Date : September 30, 2019

Bibtex @research article { ksujes578239, journal = {Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi}, issn = {}, eissn = {1309-1751}, address = {}, publisher = {Kahramanmaras Sutcu Imam University}, year = {2019}, volume = {22}, pages = {126 - 134}, doi = {10.17780/ksujes.578239}, title = {Investigation of High Temperature Behaviors of Different Cure Applied Concretes}, key = {cite}, author = {Güçlüer, Kadir} }
APA Güçlüer, K . (2019). Investigation of High Temperature Behaviors of Different Cure Applied Concretes. Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi , 22 (3) , 126-134 . DOI: 10.17780/ksujes.578239
MLA Güçlüer, K . "Investigation of High Temperature Behaviors of Different Cure Applied Concretes". Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi 22 (2019 ): 126-134 <http://jes.ksu.edu.tr/en/issue/49117/578239>
Chicago Güçlüer, K . "Investigation of High Temperature Behaviors of Different Cure Applied Concretes". Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi 22 (2019 ): 126-134
RIS TY - JOUR T1 - Investigation of High Temperature Behaviors of Different Cure Applied Concretes AU - Kadir Güçlüer Y1 - 2019 PY - 2019 N1 - doi: 10.17780/ksujes.578239 DO - 10.17780/ksujes.578239 T2 - Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi JF - Journal JO - JOR SP - 126 EP - 134 VL - 22 IS - 3 SN - -1309-1751 M3 - doi: 10.17780/ksujes.578239 UR - https://doi.org/10.17780/ksujes.578239 Y2 - 2019 ER -
EndNote %0 Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi Investigation of High Temperature Behaviors of Different Cure Applied Concretes %A Kadir Güçlüer %T Investigation of High Temperature Behaviors of Different Cure Applied Concretes %D 2019 %J Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi %P -1309-1751 %V 22 %N 3 %R doi: 10.17780/ksujes.578239 %U 10.17780/ksujes.578239
ISNAD Güçlüer, Kadir . "Investigation of High Temperature Behaviors of Different Cure Applied Concretes". Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi 22 / 3 (September 2019): 126-134 . https://doi.org/10.17780/ksujes.578239
AMA Güçlüer K . Investigation of High Temperature Behaviors of Different Cure Applied Concretes. KSU J. Eng. Sci.. 2019; 22(3): 126-134.
Vancouver Güçlüer K . Investigation of High Temperature Behaviors of Different Cure Applied Concretes. Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi. 2019; 22(3): 134-126.