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MLS 차분법을 활용한 동적 균열전파해석의 Rayleigh 감쇠영향 분석 KCI 등재

Study of Rayleigh Damping Effect on Dynamic Crack Propagation Analysis using MLS Difference Method

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한국전산구조공학회 논문집 (Journal of the Computational Structural Engineering Institute of Korea)
한국전산구조공학회 (Computational Structural Engineering Institute of Korea)
초록

This paper presents a dynamic crack propagation algorithm with Rayleigh damping effect based on the MLS(Moving Least Squares) Difference Method. Dynamic equilibrium equation and constitutive equation are derived by considering Rayliegh damping and governing equations are discretized by the MLS derivative approximation; the proportional damping, which has not been properly treated in the conventional strong formulations, was implemented in both the equilibrium equation and constitutive equation. Dynamic equilibrium equation including time relevant terms is integrated by the Central Difference Method and the discrete equations are simplified by lagging the velocity one step behind. A geometrical feature of crack is modeled by imposing the traction-free condition onto the nodes placed at crack surfaces and the effect of movement and addition of the nodes at every time step due to crack growth is appropriately reflected on the construction of total system. The robustness of the proposed numerical algorithm was proved by simulating single and multiple crack growth problems and the effect of proportional damping on the dynamic crack propagation analysis was effectively demonstrated.

저자
  • 김경환(연세대학교 토목환경공학과) | Kyeong-Hwan
  • 이상호(연세대학교 토목환경공학과) | Sang-Ho Lee
  • 윤영철(명지전문대학 토목과) | Young-Cheol Yo Corresponding author