Non-linear dynamic analysis of reinforced concrete structures with hybrid mixed stress finite elements. (March 2021)

• Record Type: Journal Article
• Authors: Arruda, M.R.T.; Castro, L.M.S.
• Is Part Of: Advances in engineering software. Volume 153(2021)
• Publication Date: 2021-03
• Subjects: Hybrid-mixed formulation -- Stress model -- Legendre polynomials -- Non-linear dynamic analysis -- Time integration -- Damage models; Computer-aided engineering -- Periodicals; Engineering -- Computer programs -- Periodicals; Engineering -- Software -- Periodicals; Periodicals; 620.0028553
• DOI: 10.1016/j.advengsoft.2020.102965
• Languages: English
• ISSNs: 0965-9978

Abstract

Highlights: Non-linear analysis of reinforced concrete frame elements. Simulation of the concrete using damage models with permanent strains. Static and dynamic analysis, using different step-by-step integration algorithms. Validation with experimental data, and with CFE formulation. Abstract: This paper presents and discusses a hybrid-mixed stress (HMS) finite element model for the static and dynamic analysis of 2D reinforced concrete frame structures. It is assumed a physically non-linear behaviour for both concrete and steel. In this model, both the stress and the displacement fields are approximated in the domain of each element. Complete sets of orthonormal Legendre polynomials are used as approximation functions. The use of these functions makes possible the definition of analytical closed form solutions for the computation of all structural operators when a physically linear behaviour is assumed and leads to the development of very effective p- refinement procedures. Due to the nature of the HMS formulation, it is possible to consider the use of both inverse and direct integration schemes at the cross-section level. The time integration procedure uses classical step-by-step techniques, such as Newmark and α-HHT method. The latter is used in order to supress some numerical noise that may occur in the iterative procedure involved in the solution of dynamic non-linear problems. Three different types of damage models, with and without permanent strains, are used to model concrete behaviour. To validate the model, to illustrate its potential and to assess its accuracy and efficiency, several numerical examples are discussed, and comparisons are made with solutions provided by other numerical techniques.