Yıkıcı, Tahsin Alper

Profile Picture
Profile URL
https://hdl.handle.net/20.500.11779/2704
Name Variants
Job Title
Email Address
Main Affiliation
02.04. Department of Civil Engineering
Status
Former Staff
Website
ORCID ID
0000-0002-7128-6021
Scopus Author ID
Turkish CoHE Profile ID
Google Scholar ID
WoS Researcher ID
CDH-7893-2022

Sustainable Development Goals

SDG data is not available
This researcher does not have a Scopus ID.
Documents

4

Citations

105

Go to WoS profile
Scholarly Output

2

Articles

0

Views / Downloads

552/114

Supervised MSc Theses

0

Supervised PhD Theses

0

WoS Citation Count

7

Scopus Citation Count

2

WoS h-index

1

Scopus h-index

1

Patents

0

Projects

0

WoS Citations per Publication

3.50

Scopus Citations per Publication

1.00

Open Access Source

1

Supervised Theses

0

JournalCount
fib Symposium -- International fib Symposium on High Tech Concrete: Where Technology and Engineering Meet1
MSSCE1
Current Page: 1 / 1

Scopus Quartile Distribution

Competency Cloud

GCRIS Competency Cloud

Filters

2016 - 20182
Reset filters

Settings

Scholarly Output Search Results

Now showing 1 - 2 of 2
  • Thumbnail Image
    Conference Object
  • Thumbnail Image
    Conference Object
    Citation - WoS: 7
    Citation - Scopus: 2
    2D Modeling Temperature Development of Mass Concrete Structures at Early Age
    (fib. The International Federation for Structural Concrete, 2018) Yikici, T.A.; Chen, R.H.L.
    In this paper, a 2D finite volume analysis methodology was used to predict temperature development within three different bridge pier caps. MATLAB® was employed to generate a program that solves the governing heat transfer equation where development of thermo-physical concrete properties was defined as a function of degree of hydration. The rate of heat generation was obtained experimentally via adiabatic calorimetry and the activation energy was determined following the ASTM C 1074 procedure to implement equivalent age concept. 2D finite volume analysis results were presented in comparison with the recorded concrete temperatures from the field. Accordingly, temperature time histories at the center and the side surface of the bridge pier caps were predicted reasonably well using the concrete mixture information and the measured concrete hydration properties. © Springer International Publishing AG 2018.