Lower bound multiscale element for in situ cast joints in triaxial stress. (15th July 2018)

• Record Type: Journal Article
• Authors: Herfelt, Morten A.; Poulsen, Peter N.; Hoang, Linh C.; Jensen, Jesper F.
• Is Part Of: Engineering structures. Volume 167(2018)
• Page Start: 340
• Page End: 350
• Publication Date: 2018-07-15
• Subjects: In situ cast joints -- Precast concrete -- Finite element limit analysis -- Semidefinite programming -- Yield function -- Multiscale; 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.2017.12.054
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: A multiscale element for joints in precast concrete structures is proposed. The multiscale element combines a macro element and a submodel yield criterion. The submodel criterion account for local effects on the global model level. A parametric study of the multiscale element is conducted. A real size precast concrete structure is analysed demonstrating the strength of the approach. Abstract: In practice, precast concrete structures are often being designed by manual methods and linear finite element analysis in the ultimate limit state. This practice leads to suboptimal structures, and the behaviour of the in situ cast joints are unaccounted for. More accurate and efficient means of design are therefore needed, and a framework based on finite element limit analysis is being developed. In this paper, a one-dimensional multiscale joint element is presented, and a mechanical model is proposed as the yield function of the macro element. The scope of the model is to capture the behaviour of joints in three dimensions subjected to triaxial stress, and the resulting mathematical optimisation problem fits the format of semidefinite programming. The presented joint element is analysed and a real size example of a four-storey stairwell subjected to shear and torsion of precast concrete is presented. The influence of the joints on the behaviour of the stairwell is assessed.