DOI QR코드

DOI QR Code

Isogeometric analysis of gradient-enhanced damaged plasticity model for concrete

  • Xu, Jun (Department of Bridge Engineering, Tongji University) ;
  • Yuan, Shuai (Department of Bridge Engineering, Tongji University) ;
  • Chen, Weizhen (Department of Bridge Engineering, Tongji University)
  • 투고 : 2018.10.14
  • 심사 : 2019.03.05
  • 발행 : 2019.03.25

초록

This study proposed a new and efficient 2D damage-plasticity model within the framework of Isogeometric analysis (IGA) for the geometrically nonlinear damage analysis of concrete. Since concrete exhibits complicated material properties, two internal variables are introduced to measure the hardening/softening behavior of concrete in tension and compression, and an implicit gradient-enhanced formulation is adopted to restore the well-posedness of the boundary value problem. The numerical results calculated by the model is compared with the experimental data of three benchmark problems of plain concrete (three-point and four-point bending single-notched beams and four-point bending double-notched beam) to illustrate the geometrical flexibility, accuracy, and robustness of the proposed approach. In addition, the influence of the characteristic length on the numerical results of each problem is investigated.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, Chinese Scholarship Council

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