Structural Engineering and Mechanics

  • 제5권5호
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  • Pages.645-662
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  • 1997
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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Layered finite element method in cracking and failure analysis of RC beams and beam-column-slab connections

  • Guan, Hong (Finite Element Analysis Research Centre, Engineering Faculty, University of Sydney) ;
  • Loo, Yew-Chaye (School of Engineering, Griffith University, Gold Coast Campus)
  • 발행 : 1997.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

A nonlinear semi-three-dimensional layered finite element procedure is developed for cracking and failure analysis of reinforced concrete beams and the spandrel beam-column-slab connections of flat plates. The layered element approach takes the elasto-plastic failure behaviour and geometric nonlinearity into consideration. A strain-hardening plasticity concrete model and a smeared steel model are incorporated into the layered element formulation. Further, shear failure, transverse reinforcement, spandrel beams and columns are successfully modelled. The proposed method incorporating the nonlinear constitutive models for concrete and steel is implemented in a finite element program. Test specimens including a series of reinforced concrete beams and beam-column-slab connections of flat plates are analysed. Results confirm the effectiveness and accuracy of the layered procedure in predicting both flexural and shear cracking up to failure.

키워드

참고문헌

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피인용 문헌

  1. Collapse simulation of reinforced concrete high-rise building induced by extreme earthquakes vol.42, pp.5, 2013, https://doi.org/10.1002/eqe.2240
  2. Advances in serviceability and strength of normal- and high-strength concrete structures vol.8, pp.4, 2006, https://doi.org/10.1002/pse.220
  3. Parametric and comparative study of spandrel beam effect on the punching shear strength of reinforced concrete flat plates vol.21, pp.8, 2012, https://doi.org/10.1002/tal.641
  4. Failure analysis of column–slab connections with stud shear reinforcement vol.30, pp.5, 2003, https://doi.org/10.1139/l03-058
  5. Finite element studies of reinforced concrete slab - edge column connections with openings vol.34, pp.8, 2007, https://doi.org/10.1139/l06-169
  6. Seismic damage simulation in urban areas based on a high-fidelity structural model and a physics engine vol.71, pp.3, 2014, https://doi.org/10.1007/s11069-013-0972-8
  7. Application of earthquake-induced collapse analysis in design optimization of a supertall building vol.25, pp.17, 2016, https://doi.org/10.1002/tal.1291
  8. Evaluation of Modal and Traditional Pushover Analyses in Frame-Shear-Wall Structures vol.14, pp.5, 2011, https://doi.org/10.1260/1369-4332.14.5.815
  9. Cracking and Punching Shear Failure Analysis of RC Flat Plates vol.123, pp.10, 1997, https://doi.org/10.1061/(asce)0733-9445(1997)123:10(1321)
  10. Investigation into the behaviour of deep beam with web openings by finite element vol.10, pp.6, 1997, https://doi.org/10.12989/cac.2012.10.6.609