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Structural Engineering International Volume 24, 2014 - Issue 2
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Scientific Paper

Advanced Numerical Simulations for Prediction of Bearing Capacity and Failure of Complex RC Structures

Nguyen Viet TueInstitute for Structural Concrete, Graz University of Technology, Graz, Austria Contact: [email protected]
(Prof., Dr.-Ing.) ,
Jiabin LiInstitute for Structural Concrete, Graz University of Technology, Graz, Austria Contact: [email protected]
(Dr.-Ing.) &
Katrin TurnerInstitute for Structural Concrete, Graz University of Technology, Graz, Austria Contact: [email protected]
(Dipl.-Ing.)
Pages 211-216 | Received 12 Jul 2013, Accepted 20 Nov 2013, Published online: 23 Mar 2018

References

  • fib Task Group 4.4. Practitioners’ guide to finite element modeling of reinforced concrete structures. Bulletin 45, International Federation for Structural Concrete (fib), 2008.
  • DIN 1026-1. Warm gewalzter U-Profilstahl. March 2000.
  • Europea n Co mmittee for Standardization (CEN). EN 1992-1-1: Eurocode 2 – Design of Concrete Structures. Part 1-1: General Rules and Rules for Buildings, CEN: Brussels, 2004.
  • Tue NV, Li J, Caner FC. Microplane constitutive model M4L for concrete. I: Theory. Comput. Struct. 2013; 128: 219–229.
  • Bažant ZP, Caner FC, Carol I, Akers SA, Adley MD. Microplane mode M4 for concrete. Part I: formulation with work-conjugate deviatoric. ASCE—J. Eng. Mech. 2000; 126(9): 944–953.
  • Li J, Tue NV, Caner FC. Microplane constitutive model M4L for concrete. II: calibration and validation. Comput. Struct. 2013; 128: 146–159.
  • Goto Y, Mizuno K, Kumar GP. Nonlinear finite element analysis for cyclic behavior of thin-walled stiffened rectangular steel columns with in-filled concrete. ASCE—J. Struct. Eng. 2012; 138(5): 571–584.
  • Johansson M, Åkess on M. Finite element study of concrete-filled steel tubes using a new confinement-sensitive concrete compression model. Nodric Concr. Res. 2002; 27(2): 43–62.
  • Han L.-H, Yao G.-H, Tao Z. Performance of concrete-filled thin-walled steel tubes under pure torsion. Thin Walled Struct. 2007; 45(1): 24–36.
  • Tue NV, Li J. FE Berechung zur Ermittlung der Traglast von Stützen/Deckenknoten Bauwerk LKH, Graz West, Forschungsbericht, Institut für Betonbau: TU Graz, 2011.
  • Tue, NV, Turner K. Versuchsbericht zum Durchschlupfwiderstand von ausgewählten stahlpilzverstärkten Deckenknoten des LKH Graz West, Forschungsbericht Institut für Betonbau: TU Graz, 2012.
  • Tue NV, Li J. FE Berech nung zur Ermittlung der Traglast von Deckenknoten mit Pilztyp 7, 8 und 9 Bauwerk LKH Graz West. Forschungsbericht, Institut für Betonbau: TU Graz, 2012.

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