An assumed stress hybrid finite element for buckling analysis

Kutlu Darilmaz

doi:10.3390/mca16030690

An assumed stress hybrid finite element for buckling analysis

Kutlu Darilmaz^*

^*Bu çalışma için yazışmadan sorumlu yazar

İnşaat Mühendisliği Bölümü

Araştırma sonucu: Dergiye katkı › Makale › bilirkişi

2 Atıf (Scopus)

Özet

An assumed stress 8-node hybrid finite element is presented for buckling analysis. The formulation is based on Hellinger-Reissner variational principle. The element has 24 membrane degrees of freedom and 24 bending degrees of freedom. The stress stiffness matrix is derived by using the Green-Lagrange strains. The element performance is assessed by comparison with numerical examples.

Orijinal dil	İngilizce
Sayfa (başlangıç-bitiş)	690-701
Sayfa sayısı	12
Dergi	Mathematical and Computational Applications
Hacim	16
Basın numarası	3
DOI'lar	https://doi.org/10.3390/mca16030690
Yayın durumu	Yayınlandı - 2011

Belgeye Erişim

10.3390/mca16030690

Diğer Dosyalar ve Linkler

Link to publication in Scopus

Alıntı Yap

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title = "An assumed stress hybrid finite element for buckling analysis",

abstract = "An assumed stress 8-node hybrid finite element is presented for buckling analysis. The formulation is based on Hellinger-Reissner variational principle. The element has 24 membrane degrees of freedom and 24 bending degrees of freedom. The stress stiffness matrix is derived by using the Green-Lagrange strains. The element performance is assessed by comparison with numerical examples.",

keywords = "Buckling, Hybrid finite element",

author = "Kutlu Darilmaz",

year = "2011",

doi = "10.3390/mca16030690",

language = "English",

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journal = "Mathematical and Computational Applications",

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T1 - An assumed stress hybrid finite element for buckling analysis

AU - Darilmaz, Kutlu

PY - 2011

Y1 - 2011

N2 - An assumed stress 8-node hybrid finite element is presented for buckling analysis. The formulation is based on Hellinger-Reissner variational principle. The element has 24 membrane degrees of freedom and 24 bending degrees of freedom. The stress stiffness matrix is derived by using the Green-Lagrange strains. The element performance is assessed by comparison with numerical examples.

AB - An assumed stress 8-node hybrid finite element is presented for buckling analysis. The formulation is based on Hellinger-Reissner variational principle. The element has 24 membrane degrees of freedom and 24 bending degrees of freedom. The stress stiffness matrix is derived by using the Green-Lagrange strains. The element performance is assessed by comparison with numerical examples.

KW - Buckling

KW - Hybrid finite element

UR - https://www.scopus.com/pages/publications/79953317438

U2 - 10.3390/mca16030690

DO - 10.3390/mca16030690

M3 - Article

AN - SCOPUS:79953317438

SN - 1300-686X

VL - 16

SP - 690

EP - 701

JO - Mathematical and Computational Applications

JF - Mathematical and Computational Applications

IS - 3

ER -

An assumed stress hybrid finite element for buckling analysis

Özet

Belgeye Erişim

Diğer Dosyalar ve Linkler

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