Displacement and mixed fibre beam elements for modelling of slender reinforced concrete structures under cyclic loads. (15th October 2018)

• Record Type: Journal Article
• Authors: Mehanny Gendy, Samer Sabry F.; Ayoub, Ashraf
• Is Part Of: Engineering structures. Volume 173(2018)
• Page Start: 620
• Page End: 630
• Publication Date: 2018-10-15
• Subjects: Large displacement -- P-delta -- Fibre element -- Slender columns -- Tension stiffening; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2018.07.008
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: New large-deformation fiber-based beam elements for inelastic analysis of concrete structures are developed. The elements are based on displacement and mixed formulations. The elements consider large displacements and small strain effects. The elements benefit from sophisticated concrete and steel material models under cyclic loads. Correlation studies with experimentally tested specimens confirmed the accuracy of the models. Abstract: In this paper, two fibre-based beam elements with enhanced capabilities to consider large displacements and rotations of slender reinforced concrete members are developed. Fibre beam elements were comprehensively used before to model the behaviour of different structural systems with great accuracy. To upsurge the use of the fibre beam elements in modelling complex reinforced concrete (RC) systems such as slender walls and columns, the elements are improved by including the second order effect. Available research from the literature related to large displacements focused mainly on modelling steel and composite members due to the limitations in their material model behaviour. Conversely, the newly developed elements introduced in this paper can precisely model RC members by accounting for their more complex nonlinear material behaviour under reversed cyclic loads. The first element is formulated using a displacement formulation, while the second element is based on a mixed approach that is computationally more complicated but numerically more efficient. Further, the adopted concrete constitutive law accounts for the effect of compression post-peak softening as well as tension stiffening and degradation under cyclic loads. Several correlation studies are presented to highlight the efficiency of the new elements in modelling slender RC structures.