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

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

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.

• Jezik: Angleški jezik
• Ključne besede: reinforced concrete frame, strain-based finite element, strain softening, localization, Reissners beam theory
• Tipologija: 1.01 - Izvirni znanstveni članek
• Organizacija: FGG - Fakulteta za gradbeništvo in geodezijo
• Založnik: Elsevier
• Leto izida: 2004
• Št. strani: Str. 7181-7207
• Številčenje: Letn. 41, št. 24-25
• PID: 20.500.12556/RUL-32158
• UDK: 519.63:624.07
• ISSN pri članku: 0020-7683
• DOI: 10.1016/j.ijsolstr.2004.06.004
• COBISS.SI-ID: 2476385
• Datum objave v RUL: 10.07.2015

Gradivo je del revije

• Naslov: International journal of solids and structures
• Skrajšan naslov: Int. j. solids struct.
• Založnik: Elsevier
• ISSN: 0020-7683
• COBISS.SI-ID: 997903

Sekundarni jezik

• Jezik: Angleški jezik
• Ključne besede: armirano-betonski okvirji, deformacijski končni elementi, mehčanje materiala, lokalizacija deformacij, Reissnerjeva teorija nosilcev