![](/images/graphics-bg.png)
Bearing load capacity geopolymer concrete thin wall panels under eccentric compression
Other Title(s)
سعة التحمل للألواح الجدارية النحيفة المصنعة من الخرسانة الجيوبوليمرية تحت ضغط غير مركز
Joint Authors
al-Siraj, Wisam Kazim
al-Jabiri, Layth Abd al-Bari Abbud
al-Sirai, Sahar Jabir
Source
Journal of Engineering and Sustainable Development
Issue
Vol. 24, Issue 1 (31 Jan. 2020), pp.1-14, 14 p.
Publisher
al-Mustansyriah University College of Engineering
Publication Date
2020-01-31
Country of Publication
Iraq
No. of Pages
14
Main Subjects
Topics
Abstract EN
Due to the current diffusion of reinforced concrete (RC) walls structures and the introduction of new concrete cords, RC walls are an important structural element such as beams, plates and columns.
The experimental program included casting and testing of eight two-way thin geopolymer concrete wall panels by using local Iraqi material such as metakaolin and recycled concrete aggregate.
The specimen divided in to two groups, group (A) consists of four geopolymer concrete wall panels including recycled concrete aggregate and group (B) consists of four geopolymer concrete walls including ordinary aggregate.
In both groups the iron filings percentage volume is varying from 0 to 0.5, 0.75% and 1% .
The result showed that the load capacity of the geopolymer concrete wall panel is increased by 17% for geopolymer concrete with recycled concrete aggregate (GCRA) and 4% for geopolymer concrete with natural aggregate (GCNA) by increasing the iron filling ratio to 1% .
Also the lateral deflections decrease to 15% for geopolymer concrete with recycled concrete aggregate (GCRA) and 18% for geopolymer concrete with natural aggregate (GCNA) by increasing the iron filings ratio to Due to the current diffusion of reinforced concrete (RC) walls structures and the introduction of new concrete cords, RC walls are an important structural element such as beams, plates and columns.
The experimental program included casting and testing of eight two-way thin geopolymer concrete wall panels by using local Iraqi material such as metakaolin and recycled concrete aggregate.
The specimen divided in to two groups, group (A) consists of four geopolymer concrete wall panels including recycled concrete aggregate and group (B) consists of four geopolymer concrete walls including ordinary aggregate.
In both groups the iron filings percentage volume is varying from 0 to 0.5, 0.75% and 1% .
The result showed that the load capacity of the geopolymer concrete wall panel is increased by 17% for geopolymer concrete with recycled concrete aggregate (GCRA) and 4% for geopolymer concrete with natural aggregate (GCNA) by increasing the iron filling ratio to 1% .
Also the lateral deflections decrease to 15% for geopolymer concrete with recycled concrete aggregate (GCRA) and 18% for geopolymer concrete with natural aggregate (GCNA) by increasing the iron filings ratio to 1% .
American Psychological Association (APA)
al-Sirai, Sahar Jabir& al-Siraj, Wisam Kazim& al-Jabiri, Layth Abd al-Bari Abbud. 2020. Bearing load capacity geopolymer concrete thin wall panels under eccentric compression. Journal of Engineering and Sustainable Development،Vol. 24, no. 1, pp.1-14.
https://search.emarefa.net/detail/BIM-1263697
Modern Language Association (MLA)
al-Sirai, Sahar Jabir…[et al.]. Bearing load capacity geopolymer concrete thin wall panels under eccentric compression. Journal of Engineering and Sustainable Development Vol. 24, no. 1 (Jan. 2020), pp.1-14.
https://search.emarefa.net/detail/BIM-1263697
American Medical Association (AMA)
al-Sirai, Sahar Jabir& al-Siraj, Wisam Kazim& al-Jabiri, Layth Abd al-Bari Abbud. Bearing load capacity geopolymer concrete thin wall panels under eccentric compression. Journal of Engineering and Sustainable Development. 2020. Vol. 24, no. 1, pp.1-14.
https://search.emarefa.net/detail/BIM-1263697
Data Type
Journal Articles
Language
English
Notes
-
Record ID
BIM-1263697