FE simulation of cylindrical RC containment structures under reserved cyclic loading. (15th January 2019)

• Record Type: Journal Article
• Authors: Luu, Hieu Cong; Mo, Y.L.; Hsu, Thomas T.C.; Wu, C.L.
• Is Part Of: Engineering structures. Volume 179(2019)
• Page Start: 255
• Page End: 267
• Publication Date: 2019-01-15
• Subjects: Reinforced concrete -- Nuclear containment structures -- Shell element, constitutive model -- Nonlinear finite element; 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.2018.10.050
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Descriptions of the experimental tests of two large-size RC containment specimens. Descriptions of CSMM-based shell element for simulation of RC shell-type structures. Nonlinear FE analysis of the RC containments using CSMM-based shell element. Discussions and comparisons of experimental outcomes and analytical results. Abstract: The nuclear containment structure is one of the most important infrastructure systems ensuring the safety of a nuclear power plant. The structural behavior of a cylindrical containment structure made of reinforced concrete (RC) with large dimensions and numerous rebars is complex and difficult to predict. The complex behavior of the RC containment structure has been investigated in an international collaboration project between the National Center for Research on Earthquake Engineering (NCREE) in Taipei, Taiwan and the University of Houston (UH), Houston, Texas. At NCREE two 1/13 scaled cylindrical RC containment specimens were tested under reversed cyclic loads [1]. At UH, a finite element simulation of the two tested specimens was developed using a finite element analysis (FEA) program SCS [2]. In the program, a new shell element, the so-called CSMM-based shell element, was developed based on the Cyclic Softened Membrane Model [3] and the formulation of an 8-node Serendipity curved shell element [4] with a multi-layer approach [5]. The UH simulated seismic behavior was close to the NCREE experimental results. This paper presents the theoretical development of the FEA program SCS and the comparisons of its predictions with the experimental structural behavior of the two RC containment specimens. This simulation model and the FEA program are excellent tools to develop effective performance-based design provisions.