The mixed finite element for quasi-static and dynamic analysis of viscoelastic circular beams

Fethi Kadioǧlu; Yalçin Aköz

doi:10.12989/sem.2003.15.6.735

The mixed finite element for quasi-static and dynamic analysis of viscoelastic circular beams

Fethi Kadioǧlu^*, Yalçin Aköz

^*Bu çalışma için yazışmadan sorumlu yazar

İnşaat Mühendisliği Bölümü

Istanbul Technical University

Araştırma sonucu: Dergiye katkı › Makale › bilirkişi

13 Atıf (Scopus)

Özet

The quasi-static and dynamic responses of a linear viscoelastic circular beam on Winkler foundation are studied numerically by using the mixed finite element method in transformed Laplace- Carson space. This element VCR12 has 12 independent variables. The solution is obtained in transformed space and Schapery, Dubner, Durbin and Maximum Degree of Precision (MDOP) transform techniques are employed for numerical inversion. The performance of the method is presented by several quasi-static and dynamic example problems.

Orijinal dil	İngilizce
Sayfa (başlangıç-bitiş)	735-752
Sayfa sayısı	18
Dergi	Structural Engineering and Mechanics
Hacim	15
Basın numarası	6
DOI'lar	https://doi.org/10.12989/sem.2003.15.6.735
Yayın durumu	Yayınlandı - Haz 2003

Belgeye Erişim

10.12989/sem.2003.15.6.735

Diğer Dosyalar ve Linkler

Link to publication in Scopus

Alıntı Yap

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abstract = "The quasi-static and dynamic responses of a linear viscoelastic circular beam on Winkler foundation are studied numerically by using the mixed finite element method in transformed Laplace- Carson space. This element VCR12 has 12 independent variables. The solution is obtained in transformed space and Schapery, Dubner, Durbin and Maximum Degree of Precision (MDOP) transform techniques are employed for numerical inversion. The performance of the method is presented by several quasi-static and dynamic example problems.",

keywords = "Elastic foundation, Inverse Laplace transform, Mixed finite element, Viscoelastic circular beam",

author = "Fethi Kadioǧlu and Yal{\c c}in Ak{\"o}z",

year = "2003",

month = jun,

doi = "10.12989/sem.2003.15.6.735",

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T1 - The mixed finite element for quasi-static and dynamic analysis of viscoelastic circular beams

AU - Kadioǧlu, Fethi

AU - Aköz, Yalçin

PY - 2003/6

Y1 - 2003/6

N2 - The quasi-static and dynamic responses of a linear viscoelastic circular beam on Winkler foundation are studied numerically by using the mixed finite element method in transformed Laplace- Carson space. This element VCR12 has 12 independent variables. The solution is obtained in transformed space and Schapery, Dubner, Durbin and Maximum Degree of Precision (MDOP) transform techniques are employed for numerical inversion. The performance of the method is presented by several quasi-static and dynamic example problems.

AB - The quasi-static and dynamic responses of a linear viscoelastic circular beam on Winkler foundation are studied numerically by using the mixed finite element method in transformed Laplace- Carson space. This element VCR12 has 12 independent variables. The solution is obtained in transformed space and Schapery, Dubner, Durbin and Maximum Degree of Precision (MDOP) transform techniques are employed for numerical inversion. The performance of the method is presented by several quasi-static and dynamic example problems.

KW - Elastic foundation

KW - Inverse Laplace transform

KW - Mixed finite element

KW - Viscoelastic circular beam

UR - http://www.scopus.com/inward/record.url?scp=0038240773&partnerID=8YFLogxK

U2 - 10.12989/sem.2003.15.6.735

DO - 10.12989/sem.2003.15.6.735

M3 - Article

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SN - 1225-4568

VL - 15

SP - 735

EP - 752

JO - Structural Engineering and Mechanics

JF - Structural Engineering and Mechanics

IS - 6

ER -

The mixed finite element for quasi-static and dynamic analysis of viscoelastic circular beams

Özet

Belgeye Erişim

Diğer Dosyalar ve Linkler

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