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RISS 인기검색어
- 검색키워드
- 저자 : Yanchao Shi (검색결과 5 건)
- 무료
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Bond slip modelling and its effect on numerical analysis of blast-induced responses of RC columns
Yanchao Shi,Hong Hao,Zhong-Xian Li 국제구조공학회 2009 Structural Engineering and Mechanics, An Int'l Jou Vol.32 No.2
Reinforced concrete (RC) structures consist of two different materials: concrete and steel bar. The stress transfer behaviour between the two materials through bond plays an important role in the loadcarrying capacity of RC structures, especially when they subject to lateral load such as blast and seismic load. Therefore, bond and slip between concrete and reinforcement bar will affect the response of RC structures under such loads. However, in most numerical analyses of blast-induced structural responses, the perfect bond between concrete and steel bar is often assumed. The main reason is that it is very difficult to model bond slip in the commercial finite element software, especially in hydrodynamic codes. In the present study, a one-dimensional slide line contact model in LS-DYNA for modeling sliding of rebar along a string of concrete nodes is creatively used to model the bond slip between concrete and steel bars in RC structures. In order to model the bond slip accurately, a new approach to define the parameters of the one-dimensional slide line model from common pullout test data is proposed. Reliability and accuracy of the proposed approach and the one-dimensional slide line in modelling the bond slip between concrete and steel bar are demonstrated through comparison of numerical results and experimental data. A case study is then carried out to investigate the bond slip effect on numerical analysis of blast-induced responses of a RC column. Parametric studies are also conducted to investigate the effect of bond shear modulus, maximum elastic slip strain, and damage curve exponential coefficient on blast-induced response of RC columns. Finally, recommendations are given for modelling the bond slip in numerical analysis of blast-induced responses of RC columns.
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Bond slip modelling and its effect on numerical analysis of blast-induced responses of RC columns
Shi, Yanchao,Li, Zhong-Xian,Hao, Hong Techno-Press 2009 Structural Engineering and Mechanics, An Int'l Jou Vol.32 No.2
Reinforced concrete (RC) structures consist of two different materials: concrete and steel bar. The stress transfer behaviour between the two materials through bond plays an important role in the load-carrying capacity of RC structures, especially when they subject to lateral load such as blast and seismic load. Therefore, bond and slip between concrete and reinforcement bar will affect the response of RC structures under such loads. However, in most numerical analyses of blast-induced structural responses, the perfect bond between concrete and steel bar is often assumed. The main reason is that it is very difficult to model bond slip in the commercial finite element software, especially in hydrodynamic codes. In the present study, a one-dimensional slide line contact model in LS-DYNA for modeling sliding of rebar along a string of concrete nodes is creatively used to model the bond slip between concrete and steel bars in RC structures. In order to model the bond slip accurately, a new approach to define the parameters of the one-dimensional slide line model from common pullout test data is proposed. Reliability and accuracy of the proposed approach and the one-dimensional slide line in modelling the bond slip between concrete and steel bar are demonstrated through comparison of numerical results and experimental data. A case study is then carried out to investigate the bond slip effect on numerical analysis of blast-induced responses of a RC column. Parametric studies are also conducted to investigate the effect of bond shear modulus, maximum elastic slip strain, and damage curve exponential coefficient on blast-induced response of RC columns. Finally, recommendations are given for modelling the bond slip in numerical analysis of blast-induced responses of RC columns.
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Chinese Tourist’s Goals, Expectation and Confirmation in Korea: Importance-Performances Analysis
Lee,Un-Kon,Shi,Yanchao,Dong,Ximei 한국상품학회 2019 商品學硏究 Vol.37 No.2
Many Chinese tourists visit in Korea, but somebody complains that his expectation has not be fulfilled in Korea. We performed the importance-performance analysis to find the gaps between Chinese tourists expectation and confirmation in the various tourism goals. Results indicate that all values of expectations and performances are higher than the median value of 4 in each tourism goal and such tourism goals as Safety and K-wave are elected as the critical area which needs promotion to attract the more Chinese tourists in Korea. This paper could contribute to provide the basic information to make the tourism promotion strategy for Korean tourism agencies.
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Nonlocal Formulation for Numerical Analysis of Post-Blast Behavior of RC Columns
Li, Zhong-Xian,Zhong, Bo,Shi, Yanchao,Yan, Jia-Bao Korea Concrete Institute 2017 International Journal of Concrete Structures and M Vol.11 No.2
Residual axial capacity from numerical analysis was widely used as a critical indicator for damage assessment of reinforced concrete (RC) columns subjected to blast loads. However, the convergence of the numerical result was generally based on the displacement response, which might not necessarily generate the correct post-blast results in case that the strain softening behavior of concrete was considered. In this paper, two widely used concrete models are adopted for post-blast analysis of a RC column under blast loading, while the calculated results show a pathological mesh size dependence even though the displacement response is converged. As a consequence, a nonlocal integral formulation is implemented in a concrete damage model to ensure mesh size independent objectivity of the local and global responses. Two numerical examples, one to a RC column with strain softening response and the other one to a RC column with post-blast response, are conducted by the nonlocal damage model, and the results indicate that both the two cases obtain objective response in the post-peak stage.
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Nonlocal Formulation for Numerical Analysis of Post-Blast Behavior of RC Columns
Zhong-Xian Li,Bo Zhong,Yanchao Shi,Jia-Bao Yan 한국콘크리트학회 2017 International Journal of Concrete Structures and M Vol.11 No.2
Residual axial capacity from numerical analysis was widely used as a critical indicator for damage assessment of reinforced concrete (RC) columns subjected to blast loads. However, the convergence of the numerical result was generally based on the displacement response, which might not necessarily generate the correct post-blast results in case that the strain softening behavior of concrete was considered. In this paper, two widely used concrete models are adopted for post-blast analysis of a RC column under blast loading, while the calculated results show a pathological mesh size dependence even though the displacement response is converged. As a consequence, a nonlocal integral formulation is implemented in a concrete damage model to ensure mesh size independent objectivity of the local and global responses. Two numerical examples, one to a RC column with strain softening response and the other one to a RC column with post-blast response, are conducted by the nonlocal damage model, and the results indicate that both the two cases obtain objective response in the post-peak stage.
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