On materially and geometrically non-linear analysis of reinforced concrete planar beams

Bratina, Sebastjan (author), Saje, Miran (author), Planinc, Igor (author)

A family of new beam finite elements for geometrically and materially non-linear static analysis of reinforced concrete planar frames is derived, in which strain measures are the only interpolated unknowns, and where the constitutive and equilibrium internal forces are equal at integration points. The strain-localization caused by the strain-softening at cross-sections is resolved by the introduction of a `short constant-strain element'. Comparisons between numerical and experimental results on planar frames in pre- and post-critical states show both good accuracy and computational efficiency of the present formulation. (C) 2004 Elsevier Ltd. All rights reserved.

• Language: English
• Keywords: reinforced concrete frame, strain-based finite element, strain softening, localization, Reissners beam theory
• Typology: 1.01 - Original Scientific Article
• Organization: FGG - Faculty of Civil and Geodetic Engineering
• Publisher: Elsevier
• Year: 2004
• Number of pages: Str. 7181-7207
• Numbering: Letn. 41, št. 24-25
• PID: 20.500.12556/RUL-32158
• UDC: 519.63:624.07
• ISSN on article: 0020-7683
• DOI: 10.1016/j.ijsolstr.2004.06.004
• COBISS.SI-ID: 2476385
• Publication date in RUL: 10.07.2015

BRATINA, Sebastjan, SAJE, Miran and PLANINC, Igor, 2004, On materially and geometrically non-linear analysis of reinforced concrete planar beams. International journal of solids and structures [online]. 2004. Vol. 41, no. 24–25, p. 7181–7207. [Accessed 2 April 2025]. DOI 10.1016/j.ijsolstr.2004.06.004. Retrieved from: https://repozitorij.uni-lj.si/IzpisGradiva.php?lang=eng&id=32158

Record is a part of a journal

• Title: International journal of solids and structures
• Shortened title: Int. j. solids struct.
• Publisher: Pergamon Press
• ISSN: 0020-7683
• COBISS.SI-ID: 997903

Secondary language

• Language: English
• Keywords: armirano-betonski okvirji, deformacijski končni elementi, mehčanje materiala, lokalizacija deformacij, Reissnerjeva teorija nosilcev