Yeşilmen, Seda

Profile Picture
Profile URL
https://hdl.handle.net/20.500.14411/8359
Name Variants
Seda, Yeşilmen
Y., Seda
Seda, Yesilmen
Yeşilmen,S.
Yesilmen, Seda
Yeşilmen, Seda
S.,Yesilmen
S., Yesilmen
Yesilmen,S.
S.,Yeşilmen
Y.,Seda
Job Title
Doktor Öğretim Üyesi
Email Address
Main Affiliation
Department of Civil Engineering
Status
Former Staff
Website
ORCID ID
Scopus Author ID
Turkish CoHE Profile ID
Google Scholar ID
WoS Researcher ID

Sustainable Development Goals

14

LIFE BELOW WATER
LIFE BELOW WATER Logo

0

Research Products

2

ZERO HUNGER
ZERO HUNGER Logo

0

Research Products

11

SUSTAINABLE CITIES AND COMMUNITIES
SUSTAINABLE CITIES AND COMMUNITIES Logo

1

Research Products

1

NO POVERTY
NO POVERTY Logo

0

Research Products

12

RESPONSIBLE CONSUMPTION AND PRODUCTION
RESPONSIBLE CONSUMPTION AND PRODUCTION Logo

0

Research Products

7

AFFORDABLE AND CLEAN ENERGY
AFFORDABLE AND CLEAN ENERGY Logo

0

Research Products

5

GENDER EQUALITY
GENDER EQUALITY Logo

0

Research Products

3

GOOD HEALTH AND WELL-BEING
GOOD HEALTH AND WELL-BEING Logo

0

Research Products

9

INDUSTRY, INNOVATION AND INFRASTRUCTURE
INDUSTRY, INNOVATION AND INFRASTRUCTURE Logo

0

Research Products

13

CLIMATE ACTION
CLIMATE ACTION Logo

0

Research Products

6

CLEAN WATER AND SANITATION
CLEAN WATER AND SANITATION Logo

0

Research Products

10

REDUCED INEQUALITIES
REDUCED INEQUALITIES Logo

0

Research Products

4

QUALITY EDUCATION
QUALITY EDUCATION Logo

0

Research Products

15

LIFE ON LAND
LIFE ON LAND Logo

0

Research Products

16

PEACE, JUSTICE AND STRONG INSTITUTIONS
PEACE, JUSTICE AND STRONG INSTITUTIONS Logo

0

Research Products

17

PARTNERSHIPS FOR THE GOALS
PARTNERSHIPS FOR THE GOALS Logo

0

Research Products

8

DECENT WORK AND ECONOMIC GROWTH
DECENT WORK AND ECONOMIC GROWTH Logo

0

Research Products
This researcher does not have a Scopus ID.
This researcher does not have a WoS ID.
Scholarly Output

5

Articles

4

Views / Downloads

0/0

Supervised MSc Theses

1

Supervised PhD Theses

0

WoS Citation Count

72

Scopus Citation Count

78

WoS h-index

3

Scopus h-index

2

Patents

0

Projects

0

WoS Citations per Publication

14.40

Scopus Citations per Publication

15.60

Open Access Source

1

Supervised Theses

1

Google Analytics Visitor Traffic

JournalCount
Advances in Materials Science and Engineering1
Construction and Building Materials1
Materials and Manufacturing Processes1
RILEM Bookseries1
Current Page: 1 / 1

Scopus Quartile Distribution

Competency Cloud

GCRIS Competency Cloud

Filters

2010 - 20125
Reset filters

Settings

Scholarly Output Search Results

Now showing 1 - 5 of 5
  • Thumbnail Image
    Article
    Citation - Scopus: 1
    Evaluation of Rebound Hammer Test as a Combined Procedure Used With Drill Core Testing for Evaluation of Existing Structures
    (2012) Yeşilmen,S.
    Rebound hammer is a non-destructive test method often used to assess the surface hardness of engineering materials. The method is used as a part of the procedure applied to evaluate existing structures. The concrete core tests are usually combined with rebound hammer tests to decrease costs and damage to the structure. Various studies attempted to establish a reliable relationship between the concrete strength and the rebound coefficient. Proposed formulas and correlation coefficients stayed reliable for narrow limits on factors like concrete age, composition, moisture content, etc. Despite the high uncertainty of the raw data the methodology remains in use. This paper presents the evaluation of rebound hammer and drill core test data from 256 different buildings in Antalya, Turkey. With uncontrolled parameters like environmental factors, age, compressive strength of concrete, the rebound hammer test results showed very little correlation with concrete core test results even for the statistically large data set. © RILEM 2013.
  • Thumbnail Image
    Article
    Citation - WoS: 15
    Citation - Scopus: 19
    Use of Uhpc in Bridge Structures: Material Modeling and Design
    (Hindawi Ltd, 2012) Gunes, Oguz; Yesilmen, Seda; Gunes, Burcu; Ulm, Franz-Joseph
    Ultra-high-performance concrete (UHPC) is a promising new class of concrete material that is likely to make a significant contribution to addressing the challenges associated with the load capacity, durability, sustainability, economy, and environmental impact of concrete bridge infrastructures. This paper focuses on the material modeling of UHPC and design of bridge girders made of UHPC. A two-phase model used for modeling the behavior of UHPC was briefly discussed, and the model was implemented in a preliminary design case study. Based on the implemented design and the reported use of UHPC in bridge applications, the advantages, limitations, and future prospects of UHPC bridges were discussed, highlighting the need for innovative research and design to make optimum use of the favorable properties of the material in bridge structures.
  • Thumbnail Image
    Master Thesis
    Bor Katılmış Aktif Belitli Çimento ve Portland Çimento Betonlarının Mekanik Özelliklerinin Kıyaslanması
    (2010) Apaydın, Berksan; Yeşilmen, Seda
    Betonun ana bileşenlerinden biri çimentodur. Kullanılan çimento türü betonun mukavemeti, dayanımı, ve dayanımından kaynaklı diğer özelliklerini etkilemektedir. Yeni bir çimento türü olan bor katılmış aktif belitli (BAB) çimento üzerinde ticari olarak kullanmak amaçlı araştırmalar sürmektedir. Bu tezde, depolama tesislerinde uzun süre beklemiş bor katılmış aktif belitli çimento ile geniş bir kullanım alanı olan Portland çimentosu (OPC) performansları kıyaslanmıştır. Tez kapsamında Atılım Üniversitesi, İnşaat Mühendisliği Bölümü ve Devlet Su İşleri-Teknik Araştırma ve Kalite Kontrol Dairesi Başkanlığı (DSİ-TAKK) laboratuvarlarında bir dizi laboratuvar deneyi yapılmıştır. Bu deneylerin sonuçlarına göre, yaşlanmış BAB çimento ile Portland çimentosu yaklaşık aynı mekanik performansı göstermiştir. Öte yandan, BAB çimentonun kullanımı betonda daha düşük su işleme derinliği ve boşlukluluk oranı; dolayısıyla artmış dayanıklılık sağlamıştır.
  • Thumbnail Image
    Article
    Citation - WoS: 4
    Evaluation of Boron Ore in Cement Production
    (Taylor & Francis inc, 2012) Yesilmen, Seda; Gurbuz, Ayhan
    A new genre of high belite cement named boron-modified active belite (BAB) cement that was developed using byproduct of boric acid production was investigated. The cement proved superior in compressive strength and permeability characteristics in the previous studies. Long term storage of cement is known to alter the mechanical properties of concrete made with the aged cement. The article investigated the BAB cement in aged condition-stored in silos for about three years-variations of mechanical and physical properties of specimens during a one-year period. An additional comparison is also performed with specimens cast using fresh Ordinary Portland Cement (OPC) of the same grade in order to present the development of mechanical and physical properties in a qualitative manner. Lower 28 day compressive strength values are observed for BAB cement compared to OPC specimens; however, higher rate of strength development of BAB cement resulting from high belite content led to comparable long term strength values with OPC specimens.
  • Thumbnail Image
    Article
    Citation - WoS: 53
    Citation - Scopus: 58
    Pull-Out Behavior of Prestressing Strands in Steel Fiber Reinforced Concrete
    (Elsevier Sci Ltd, 2012) Baran, Eray; Akis, Tolga; Yesilmen, Seda
    This paper presents the results of an experimental study investigating the effects of steel fibers on the mechanical properties of concrete and the enhancement of bond strength of prestressing strands in steel fiber reinforced concrete (SFRC). The first part of the experimental program consisted of compression, tension and flexural tests on SFRC. Two types of steel fibers with 30 mm and 60 mm fiber lengths were used with five different fiber contents. The second part of the study consisted of simple pull-out tests on 12.7 mm and 15.2 mm diameter seven-wire untensioned prestressing strands embedded in concrete blocks. The pull-out tests were conducted with two different fiber lengths and five different fiber contents for each strand diameter. The steel fibers were observed to improve the pull-out resistance of strands by controlling the crack growth inside concrete blocks. (C) 2011 Elsevier Ltd. All rights reserved.