Güneş, Oğuz

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Profile URL
https://hdl.handle.net/20.500.14411/8268
Name Variants
Gunes, Oguz
Oguz, Gunes
Oğuz, Güneş
O., Gunes
G.,Oguz
Güneş,O.
O.,Gunes
Güneş, Oğuz
G., Oguz
Gunes,O.
O.,Güneş
G.,Oğuz
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

NO POVERTY1
NO POVERTY
0
Research Products
ZERO HUNGER2
ZERO HUNGER
0
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GOOD HEALTH AND WELL-BEING3
GOOD HEALTH AND WELL-BEING
0
Research Products
QUALITY EDUCATION4
QUALITY EDUCATION
0
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GENDER EQUALITY5
GENDER EQUALITY
0
Research Products
CLEAN WATER AND SANITATION6
CLEAN WATER AND SANITATION
0
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AFFORDABLE AND CLEAN ENERGY7
AFFORDABLE AND CLEAN ENERGY
0
Research Products
DECENT WORK AND ECONOMIC GROWTH8
DECENT WORK AND ECONOMIC GROWTH
0
Research Products
INDUSTRY, INNOVATION AND INFRASTRUCTURE9
INDUSTRY, INNOVATION AND INFRASTRUCTURE
1
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REDUCED INEQUALITIES10
REDUCED INEQUALITIES
0
Research Products
SUSTAINABLE CITIES AND COMMUNITIES11
SUSTAINABLE CITIES AND COMMUNITIES
2
Research Products
RESPONSIBLE CONSUMPTION AND PRODUCTION12
RESPONSIBLE CONSUMPTION AND PRODUCTION
0
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CLIMATE ACTION13
CLIMATE ACTION
0
Research Products
LIFE BELOW WATER14
LIFE BELOW WATER
0
Research Products
LIFE ON LAND15
LIFE ON LAND
0
Research Products
PEACE, JUSTICE AND STRONG INSTITUTIONS16
PEACE, JUSTICE AND STRONG INSTITUTIONS
0
Research Products
PARTNERSHIPS FOR THE GOALS17
PARTNERSHIPS FOR THE GOALS
0
Research Products
This researcher does not have a Scopus ID.
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Scholarly Output

4

Articles

2

Views / Downloads

10/0

Supervised MSc Theses

0

Supervised PhD Theses

0

WoS Citation Count

80

Scopus Citation Count

94

Patents

0

Projects

0

WoS Citations per Publication

20.00

Scopus Citations per Publication

23.50

Open Access Source

1

Supervised Theses

0

JournalCount
8th US National Conference on Earthquake Engineering 2006 -- 8th US National Conference on Earthquake Engineering 2006 -- 18 April 2006 through 22 April 2006 -- San Francisco, CA -- 924462
Advances in Materials Science and Engineering1
Engineering Fracture Mechanics1
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Type: Article

Scholarly Output Search Results

Now showing 1 - 2 of 2
  • 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
    Article
    Citation - WoS: 65
    Citation - Scopus: 69
    A Fracture-Based Model for Frp Debonding in Strengthened Beams
    (Pergamon-elsevier Science Ltd, 2009) Gunes, Oguz; Güneş, Oğuz; Buyukozturk, Oral; Karaca, Erdem; Güneş, Oğuz; Department of Civil Engineering; Department of Civil Engineering
    This paper presents an experimental and analytical research study aimed at understanding and modeling of debonding failures in fiber reinforced polymer (FRF) strengthened reinforced concrete (RC) beams. The experimental program investigated debonding failure modes and mechanisms in beams strengthened in shear and/or flexure and tested under monotonic loading. A newly developed fracture mechanics based model considers the global energy balance of the system and predicts the FRP debonding failure load by characterizing the dominant mechanisms of energy dissipation during debonding. Validation of the model is performed using experimental data from several independent research studies and a design procedure is outlined. (C) 2009 Elsevier Ltd. All rights reserved.