Çelik, Hüseyin Kürşat

Profile Picture
Profile URL
https://hdl.handle.net/20.500.14365/7672
Name Variants
H. K. Celik
Huseyin Kursat Celik
Job Title
Email Address
kursat.celik@ieu.edu.tr
Main Affiliation
05.03. Civil Engineering
Status
Current Staff
Website
ORCID ID
0000-0001-9408-7116
Scopus Author ID
57886964700
Turkish CoHE Profile ID
A8209266710AE038
Google Scholar ID
U3PsHdgAAAAJ
WoS Researcher ID
GZH-1509-2022
Files
File.jpg (30.58 KB)

Sustainable Development Goals

SDG data is not available
Documents

6

Citations

19

h-index

2

Go to Scopus profile
Documents

5

Citations

17

Go to WoS profile
Scholarly Output

2

Articles

2

Views / Downloads

10/606

Supervised MSc Theses

0

Supervised PhD Theses

0

WoS Citation Count

1

Scopus Citation Count

0

WoS h-index

1

Scopus h-index

0

Patents

0

Projects

0

WoS Citations per Publication

0.50

Scopus Citations per Publication

0.00

Open Access Source

0

Supervised Theses

0

JournalCount
BioResources1
Polymers1
Current Page: 1 / 1

Scopus Quartile Distribution

Competency Cloud

GCRIS Competency Cloud

Filters

20252
Reset filters

Settings

Scholarly Output Search Results

Now showing 1 - 2 of 2
  • Thumbnail Image
    Article
    Easy Prestressing of FRP for Strengthening RC Beams: Experimental Study With an Analytical Approach
    (MDPI, 2025) Sakar, Gokhan; Çelik, Hüseyin Kürşat
    This study investigates strengthening reinforced concrete (RC) beams using fiber-reinforced polymers (FRPs). Nine samples were cast and strengthened with varying parameters, including the width, number of laminates, use of anchors, and application of prestressing. A novel device-the easy prestressing machine (EPM)-was developed to apply prestress. The EPM is lightweight and operable manually, enabling up to 10% prestressing. All specimens were tested under three-point bending until failure, and load-displacement curves were recorded. An analytical method based on curvature increment and incorporating material nonlinearities is also proposed to estimate the load-displacement response of RC beams with and without FRP strengthening. Both experimental and analytical results are presented and compared. The analytical model strongly agreed with the experimental results, showing Pearson correlation coefficients exceeding 90% for most specimens. According to the experimental findings, applying FRP, particularly when combined with anchorage and prestressing, increased the load-bearing capacity by up to 45%. Anchorage and prestressing effectively mitigate premature debonding, with prestressing showing a more pronounced impact on enhancing bond performance and load capacity. Based on the results, conclusions regarding the analytical model, structural behavior, and optimal strengthening strategies are discussed.
  • Thumbnail Image
    Article
    Citation - WoS: 1
    A Comparative Study of the Analysis Model for Timber Structures: Addressing Nonlinearities and Connection Behaviour
    (North Carolina State Univ dept Wood & Paper Sci, 2025) Çelik, Hüseyin Kürşat; Sakar, Gokhan; Isleem, Haytham F.
    Timber has been studied as a material of construction from many perspectives, including strength and durability. Despite many studies showing a good correlation between material models, connection behaviour, and structural modelling, it is still not clear which approach is suitable under what constraints. This study was performed to clarify the problem. The basis for the analysis of timber structures is emphasized in this work in terms of problem dimension, material constitution, and geometrical nonlinearities. The modelling and the idealisation methods of structures are categorised into five different groups and briefly explained. An experiment available in the literature is used as a reference to illustrate modelling capabilities of different techniques, and models from five different groups is used to perform analysis. By comparing the analysis results and the experiment, key notes on the analysis proficiency are highlighted, including failure load, maximum displacement, and failure mode. The results show that most of the errors occurred in the displacements. Furthermore, the divergence between test and analysis results are investigated, and an approximate method for calculating actual displacements is proposed.