Cyclic Behaviour of Heat-Damaged Beam−Column Joints Modified with Nano-Silica, Nano-Titanium, and Nano-Alumina
Yasmin Zuhair Murad (),
Ahmad J. Aljaafreh,
Ayoub AlMashaqbeh and
Qusai T. Alfaouri
Additional contact information
Yasmin Zuhair Murad: Civil Engineering Department, The University of Jordan, Amman P.O. Box 11942, Jordan
Ahmad J. Aljaafreh: Civil Engineering Department, The University of Jordan, Amman P.O. Box 11942, Jordan
Ayoub AlMashaqbeh: Civil Engineering Department, The University of Jordan, Amman P.O. Box 11942, Jordan
Qusai T. Alfaouri: Civil Engineering Department, The University of Jordan, Amman P.O. Box 11942, Jordan
Sustainability, 2022, vol. 14, issue 17, 1-24
Abstract:
This research is designed to check the potential of modifying concrete with nanomaterials to enhance the cyclic behavior of beam−column joints. It also studies the effect of heat on the cyclic behavior of beam−column joints modified with nanomaterials. Experimental and numerical programs are carried out to explore the cyclic behavior of the heat-damaged and unheated RC joints modified with nanomaterials. Six half-scale exterior RC beam-to-column joints were prepared; two control specimens, two specimens were modified with nano-silica and nano-alumina, and two specimens were modified with nano-silica and nano-titanium. The cement was replaced by 1.33% nano-alumina and 0.67% nano-silica (by cement weight), and the other concrete mix was modified with 1.33% nano-silica and 0.67% nano-titanium, where the cement was replaced by a total of 2% nano-alumina and nano-silica in two specimens, and a total of 2% nano-silica and nano-titanium in the other two specimens. One specimen from each concrete mix was subjected to a temperature of 720 °C for 2 h. The joint specimens were subjected to lateral cyclic loading on the beam and axial loading on the column. Test results showed that the replacement of cement with 2% nano-alumina and nano-silica or 2% nano-silica and nano-titanium is recommended to enhance RC joints’ behavior. The nanomaterials changed the mode of failure of the joint specimens from brittle joint shear failure to a combined type of failure involving the ductile beam hinge and joint shear.
Keywords: beam−column joints; cyclic loading; nano-silica; nano-titanium; nano-alumina; heat-damaged (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2022
References: View complete reference list from CitEc
Citations: View citations in EconPapers (1)
Downloads: (external link)
https://www.mdpi.com/2071-1050/14/17/10916/pdf (application/pdf)
https://www.mdpi.com/2071-1050/14/17/10916/ (text/html)
Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.
Export reference: BibTeX
RIS (EndNote, ProCite, RefMan)
HTML/Text
Persistent link: https://EconPapers.repec.org/RePEc:gam:jsusta:v:14:y:2022:i:17:p:10916-:d:904035
Access Statistics for this article
Sustainability is currently edited by Ms. Alexandra Wu
More articles in Sustainability from MDPI
Bibliographic data for series maintained by MDPI Indexing Manager ().