Large-Scale Numerical Simulation of an RC Tunnel Junction Member Using Particle Discretization Scheme FEM
Auteur(s): |
Fangtao Sun
Seizo Tanaka Muneo Hori |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Journal of Earthquake and Tsunami, mars 2015, n. 1, v. 9 |
Page(s): | 1550001 |
DOI: | 10.1142/s1793431115500013 |
Abstrait: |
This paper presents a large-scale numerical simulation of a reinforced concrete (RC) tunnel junction member using solid FEM. Particle discretization scheme (PDS), which uses two sets of non-overlapping characteristic functions to discretize displacement field and strain/stress field respectively, is employed to represent the multiple-cracking configurations of concrete. An efficient parallel FE program, called ADVENTURE, is used to implement PDS as well as a reformulated nonlinear concrete constitutive relation. A simplified tunnel junction member, in order to reveal its multiple-cracking behavior under the static load, is studied and the stochastic behavior of cracking is investigated; good agreements are achieved between the simulation results and experimental observations regarding the multiple cracking configurations. |
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10672137 - Publié(e) le:
03.06.2022 - Modifié(e) le:
03.06.2022