Finite element applications to concrete prism and reinforced concrete beam by using non-linear octahedral elastic and plastic relations Beton ve betonarme elemanlarda dogrusal olmayan oktahedral elastik ve plastik bagintilar kullanilarak yapilan sonlu eleman uygulamalari

KÖKSAL, HASAN; DORAN, Bilge

Finite element applications to concrete prism and reinforced concrete beam by using non-linear octahedral elastic and plastic relations Beton ve betonarme elemanlarda dogrusal olmayan oktahedral elastik ve plastik bagintilar kullanilarak yapilan sonlu eleman uygulamalari

Atıf İçin Kopyala

KÖKSAL H. O., DORAN B.

Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers, cilt.8, sa.3, ss.1445-1455, 1997 (Scopus)

Yayın Türü: Makale / Tam Makale
Cilt numarası: 8 Sayı: 3
Basım Tarihi: 1997
Dergi Adı: Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers
Derginin Tarandığı İndeksler: Scopus
Sayfa Sayıları: ss.1445-1455
Çanakkale Onsekiz Mart Üniversitesi Adresli: Evet

Özet

Structural concrete members like beams, shear walls, slabs, shells etc., are mostly assumed to be subjected to biaxial stress states. Several numerical methods were developed to analyze these concrete members exposed to biaxial stress conditions. In this study, the non-linear finite element method is used to analyzed the concrete prism and the reinforced concrete beam by using the octahedral constitutive relations, and the results are compared with the plastic analysis output of the ANSYS program with Drucker-Prager yield criterion.