Sebnem Karahancer

Dr. Sebnem Karahancer

orcid

Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 December 2017 in Construction and Building Materials
Verified
Journal Article
Closed access
MSMehmet Saltan
Mehmet Saltan
STSerdal Terzi
Serdal Terzi
SKSebnem Karahancer
Sebnem Karahancer

1 June 2018 in Construction and Building Materials
Verified
Journal Article
Closed access
MSMehmet Saltan
Mehmet Saltan
Serdal TerziSerdal Terzi
Serdal Terzi
SKSebnem Karahancer
Sebnem Karahancer

1 September 2017 in Archives of Civil and Mechanical Engineering
Verified
Journal Article
Closed access
Ekinhan EriskinEkinhan Eriskin
Ekinhan Eriskin
SKSebnem Karahancer
Sebnem Karahancer
STSerdal Terzi
Serdal Terzi
MSMehmet Saltan
Mehmet Saltan

1 March 2019 in Journal of Materials in Civil Engineering
Verified
Journal Article
Closed access
MSMehmet Saltan
Mehmet Saltan
Serdal TerziSerdal Terzi
Serdal Terzi
SKSebnem Karahancer
Sebnem Karahancer
This study evaluates the effect of zinc oxide nanoparticle (ZnONP) on permanent deformation of modified bitumen. The moisture susceptibility was also evaluated in hot-mix asphalt (HMA) prepared by nano-ZnO modified bitumen. Bitumen modification was conducted using a high shear mixer at contents of 1%, 3%, and 5% by weight. Permanent deformation was evaluated using the G*/sinδ parameter obtained from dynamic shear rheometer (DSR) test results for modified bitumen. Compaction was conducted by a Superpave gyratory compactor, and moisture susceptibility was using the modified Lottman procedure. The dispersion of nanomaterials was analyzed by scanning electron microscopy (SEM). The best performance was obtained by ZnONP 5% modification. The performance grade was determined as PG 64-22 after all modifications. Optimum bitumen content (OBCs) were decreased by modification except the 1% mix (which had the same results as the reference sample). Asphalt mixtures were found to be highly resistant against moisture for all nanomodifications. Lower performance was determined just for the 1% ZnONP modified HMA as compared to the reference sample. After SEM analysis, the dispersion of nanomaterials in the mixture was homogenous. Up to 4 μm agglomeration was displayed in the mix.

7 January 2022 in International Journal of Pavement Research and Technology
Verified
Journal Article
Closed access
PDF file
MEMahmoud Enieb
Mahmoud Enieb
ACAkten Cengizhan
Akten Cengizhan
SKSebnem Karahancer
Sebnem Karahancer
Ahmed EltwatiAhmed Eltwati
Ahmed Eltwati

1 November 2014 in Construction and Building Materials
Verified
Journal Article
Closed access
SKSebnem Karahancer
Sebnem Karahancer
MKMelek Kiristi
Melek Kiristi
STSerdal Terzi
Serdal Terzi
MSMehmet Saltan
Mehmet Saltan
AOAysegul Uygun Oksuz
Aysegul Uygun Oksuz
LOLutfi Oksuz
Lutfi Oksuz