Nonlinear finite element analysis of rectangular cross sectional beam under monotonic loading Monotonik yükleme etkisialtindaki dikdörtgen kesitlibetonarme kirişlerin sonlu elemanlar yöntemiile doģrusal olmayan analizi

ANIL Ö., BELGİN Ç. M.

Journal of the Faculty of Engineering and Architecture of Gazi University, cilt.22, sa.1, ss.191-197, 2007 (SCI-Expanded) identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 22 Sayı: 1
  • Basım Tarihi: 2007
  • Dergi Adı: Journal of the Faculty of Engineering and Architecture of Gazi University
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus, TR DİZİN (ULAKBİM)
  • Sayfa Sayıları: ss.191-197
  • Anahtar Kelimeler: ANSYS®, Finite element methods, Nonlinear analysis, Reinforced concrete beams
  • Gazi Üniversitesi Adresli: Evet

Özet

Two alternative methods exists for the nonlinear analysis of reinforced concrete members that are widely used in today's construction industry, namely, having a laboratory testing of sample members and analysis by developing computer simulation models. Laboratory testing is limited, often costly, and took long times considering the member sizes, support conditions, loading etc. This study aims to compare the actual laboratory test results of simply supported beams having rectangular cross-section subjected to monotonic loading with the results of the nonlinear finite element model developed for ANSYS structural analysis software. Thus, a computer model that can best represent the actual behavior tried to be achieved.