Akış, Tolga

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Name Variants
Akis T.
Akis,Tolga
Tolga, Akış
Akış,T.
Akis,T.
T., Akış
Akis, Tolga
Akış, Tolga
Tolga Akış
T., Akis
T.,Akış
Akış T.
T.,Akis
Akiş T.
A.,Tolga
A., Tolga
Tolga, Akis
Akis, T
Job Title
Profesör Doktor
Email Address
tolga.akis@atilim.edu.tr
Main Affiliation
Civil Engineering
Status
Website
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
Research Products
GOOD HEALTH AND WELL-BEING3
GOOD HEALTH AND WELL-BEING
1
Research Products
QUALITY EDUCATION4
QUALITY EDUCATION
0
Research Products
GENDER EQUALITY5
GENDER EQUALITY
0
Research Products
CLEAN WATER AND SANITATION6
CLEAN WATER AND SANITATION
0
Research Products
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
0
Research Products
REDUCED INEQUALITIES10
REDUCED INEQUALITIES
0
Research Products
SUSTAINABLE CITIES AND COMMUNITIES11
SUSTAINABLE CITIES AND COMMUNITIES
6
Research Products
RESPONSIBLE CONSUMPTION AND PRODUCTION12
RESPONSIBLE CONSUMPTION AND PRODUCTION
2
Research Products
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
Documents

28

Citations

508

h-index

13

Documents

27

Citations

539

Scholarly Output

53

Articles

34

Views / Downloads

256/2203

Supervised MSc Theses

16

Supervised PhD Theses

0

WoS Citation Count

539

Scopus Citation Count

651

Patents

0

Projects

0

WoS Citations per Publication

10.17

Scopus Citations per Publication

12.28

Open Access Source

10

Supervised Theses

16

JournalCount
Iranian Journal of Science and Technology, Transactions of Mechanical Engineering3
Acta Mechanica2
Journal of the Croatian Association of Civil Engineers2
Journal of the Faculty of Engineering and Architecture of Gazi University2
Mechanics Based Design of Structures and Machines2
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Scholarly Output Search Results

Now showing 1 - 10 of 32
  • Article
    Radyal Yönde Basınç Uygulanan Fonksiyonel Derecelendirilmiş Malzemeden Yapılmış Uzun Tüplerde Von Mises Kriterine Göre Akmanın Başlaması
    (2015) Akış, Tolga; Eren, Ömür
    İç ya da dış yüzeyden radyal yönde basınçlandırılmış, fonksiyonel derecelendirilmiş malzemeden yapılmış uçları sabitlenmiş uzun bir tüpün elastik davranışı analitik olarak incelenmiştir. Tüpün elastisite modülünün ve akma dayanımının radyal koordinat boyunca lineer olmayan formda değiştikleri varsayılmıştır. Von Mises akma kriteri kullanılarak, fonksiyonel derecelendirme parametrelerinin tüpteki plastik akmanın başlangıcına etkileri incelenmiş, akmanın bu parametrelere bağlı olarak her iki basınç durumu için de önce iç yüzeyden, önce dış yüzeyden, ya da her iki yüzeyden de aynı anda başlayabileceği gözlenmiştir.
  • Article
    Citation - WoS: 4
    Citation - Scopus: 4
    A Site Survey of Damaged Rc Buildings in Izmir After the Aegean Sea Earthquake on October 30, 2020
    (Croatian Soc Civil Engineers-hsgi, 2023) Mertol, Halit Cenan; Tunc, Gokhan; Akis, Tolga
    An earthquake with a magnitude of Mw = 6.6 and a depth of approximately 16.5 km occurred on 30 October 2020 off the cost of Samos, a Greek island 35 km southwest of Seferihisar, a town in Izmir. The earthquake caused several collapses and severe structural damage in approximately 6,000 buildings, specifically in the Bayrakli District in Izmir Bay. This paper presents the observations and findings of a technical team that visited the earthquake -affected areas immediately after the earthquake. Eleven partially or fully collapsed and several severely damaged reinforced concrete buildings were investigated. Based on the site investigations, we observed that almost all of the collapsed or severely damaged reinforced concrete buildings in the region were built between 1975 and 2000. Site observations also confirmed that the construction of these collapsed or damaged buildings did not conform to the requirements outlined in the Turkish Earthquake Codes used at the time. The failures and severe damage to buildings in earthquake-affected areas are primarily related to inadequate reinforcement configuration, poor material quality, the absence of geotechnical studies, and framing problems related to their lateral load-carrying systems. Therefore, it is recommended that all the buildings located in and around Izmir Bay, particularly those built between 1975 and 2000, be structurally evaluated to prevent any further loss of life and property during future earthquakes.
  • Article
    Citation - WoS: 50
    Citation - Scopus: 55
    Plane Strain Analytical Solutions for a Functionally Graded Elastic-Plastic Pressurized Tube
    (Elsevier Sci Ltd, 2006) Eraslan, Ahmet N.; Akis, Tolga
    Plane strain analytical solutions to functionally graded elastic and elastic-plastic pressurized tube problems are obtained in the framework of small deformation theory. The modulus of elasticity and the uniaxial yield limit of the tube material are assumed to vary radially according to two parametric parabolic forms. The analytical plastic model is based on Tresca's yield criterion, its associated flow rule and ideally plastic material behaviour. Elastic, partially plastic and fully plastic stress states are investigated. It is shown that the elastoplastic response of the functionally graded pressurized tube is affected significantly by the material nonhomogeneity. Different modes of plasticization may take place unlike the homogeneous case. It is also shown mathematically that the nonhomogeneous elastoplastic solution presented here reduces to that of a homogeneous one by appropriate choice of the material parameters. (c) 2006 Elsevier Ltd. All rights reserved.
  • Article
    Isı Etkisi Altındaki Fonksiyonel Derecelendirilmiş Malzemeden Yapılmış Uzun Tüplerde Plastik Akmanın Başlaması
    (2006) Akış, Tolga
    İçerisinde düzgün olmayan ısı üreten, fonksiyonel derecelendirilmiş malzemeden yapılmış uzun bir tüpün elastik davranışı analitik olarak incelenmiştir. Tüpün ısı iletim katsayısının ve elastisite modülünün radyal koordinat boyunca lineer olmayan formda değiştikleri varsayılmıştır. Tresca akma kriteri kullanılarak, fonksiyonel derecelendirme parametrelerinin tüpteki plastik akmanın başlangıcına etkileri incelenmiş, akmanın bu parametrelere bağlı olarak önce iç yüzeyden, önce dış yüzeyden, ya da tüpün iç bölgesinden başlayabileceği gözlenmiştir.
  • Article
    Citation - Scopus: 1
    Yielding of Functionally Graded Long Tubes Under Thermal Loading;
    (2006) Akiş,T.
    The elastic behavior of a functionally graded non-uniform heat generating long tube is investigated analytically. The thermal conductivity and the modulus of elasticity of the tube material are assumed to vary radially in nonlinear forms. Making use of Tresca's yield criterion, the effect of grading parameters on the yielding behavior of the tube is investigated. It is observed that plastic flow may commence at the inner surface, at the outer surface or inside the tube depending on the functionally grading parameters.
  • Article
    Citation - WoS: 33
    Citation - Scopus: 36
    Exact Solution of Rotating Fgm Shaft Problem in the Elastoplastic State of Stress
    (Springer, 2007) Akis, Tolga; Eraslan, Ahmet N.
    Plane strain analytical solutions to estimate purely elastic, partially plastic and fully plastic deformation behavior of rotating functionally graded (FGM) hollow shafts are presented. The modulus of elasticity of the shaft material is assumed to vary nonlinearly in the radial direction. Tresca's yield criterion and its associated flow rule are used to formulate three different plastic regions for an ideal plastic material. By considerina different material compositions as well as a wide range of bore radii, it is demonstrated in this article that both the elastic and the elastoplastic responses of a rotating FGM hollow shaft are affected significantly by the material nonhomogeneity.
  • Article
    Citation - WoS: 20
    Citation - Scopus: 20
    The Stress Response of Partially Plastic Rotating Fgm Hollow Shafts: Analytical Treatment for Axially Constrained Ends
    (Taylor & Francis inc, 2006) Eraslan, Ahmet N.; Akis, Tolga
    analytical solutions to estimating the elastoplastic response of rotating functionally graded (FGM) hollow shafts with fixed ends are presented. The modulus of elasticity, as well as the uniaxial yield limit of the shaft material, are assumed to vary nonlinearly in the radial direction. The plastic model is based on Tresca's yield criterion, its associated flow rule, and ideal plastic material behaviour. Elastic, partially plastic, fully plastic, and residual stress states are investigated. It is shown that the elastoplastic stress response of a rotating FGM hollow shaft is affected significantly by the nonhomogeneity of the material. Unlike the case of a homogeneous hollow shaft, plastic deformation may commence at the inner surface, at the outer surface, or simultaneously at both surfaces. Accordingly, each case requires different mathematical treatment to arrive at its partially plastic solution. It is also shown that, by taking a numerical limit, the complete FGM solution presented herein converge to the solution of a homogeneous rotating shaft.
  • Article
    Citation - WoS: 22
    Citation - Scopus: 27
    The Stress Response and Onset of Yield of Rotating Fgm Hollow Shafts
    (Springer Wien, 2006) Akis, T.; Eraslan, A. N.
    An analytical model is developed to study the stress response and the yielding of rotating functionally graded hollow shafts in the framework of generalized plane strain. The modulus of elasticity and the uniaxial yield limit of the shaft material are assumed to vary radially in nonlinear forms. It is shown that different modes of plasticization may take place. Analytical expressions for the critical values of the material parameters leading to different modes of plastic deformation and the corresponding elastic limit rotation speeds are derived by the use of Tresca's yield criterion.
  • Article
    Citation - WoS: 3
    On the Yielding of Two-Layer Composite Spherical Pressure Vessels
    (Gazi Univ, 2017) Akis, Tolga
    The yielding of two-layer composite spherical pressure vessels under either internal or external pressure is investigated analytically in the framework of small deformations and von Mises yield criterion. It is shown for both pressure cases that depending on the material properties and sphere dimensions, different modes of plasticization may take place. Unlike the deformation behavior of a single layer spherical pressure vessel, yielding may commence at the inner layer or at the outer layer or simultaneously at both layers of the assembly.
  • Article
    Citation - WoS: 14
    Citation - Scopus: 15
    Yielding of Two-Layer Shrink-Fitted Composite Tubes Subject To Radial Pressure
    (Springer Heidelberg, 2005) Eraslan, AN; Akis, T
    Yielding of two-layer shrink-fitted composite tubes with axially constrained ends subject to either internal or external pressure is investigated in detail. In the framework of small deformations, a state of plane strain and von Mises yield criterion, analytical expressions are obtained for critical values of the pressure leading to plastic flow. It is shown that, depending on material properties and tube dimensions, different modes of plastic deformation may occur. Yielding may commence at the inner tube or at the outer tube or simultaneously in both tubes. The conditions for different nature of plastic flow are determined. Using analytical expressions obtained for critical values of the parameters and properties of real engineering materials, various numerical examples are handled and the variation of elastic limit pressure with interference and interface radius is explained.