http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.
변환된 중국어를 복사하여 사용하시면 됩니다.
패널 전단파괴형 복합 병렬 전단벽 접합부 강도에 과한 해석적 연구
한민기(Han Min-Ki),김선우(Kim Sun-Woo),박완신(Park Wan-Shin),윤현도(Yun Hyun-Do) 한국구조물진단유지관리학회 2005 한국구조물진단학회 학술발표회논문집 Vol.- No.-
This paper discusses a nonlinear finite element analysis(FEA) model of the strength of hybrid coupled shear wall connections with panel shear failure using ABAQUS. A detailed finite element models are created to study the monotonic load response of the designed embedded steel coupling beams in wall. The developed models account for the effect of material inelasticity, concrete cracking, and geometric nonlinearity. Results from the analysis of these FEM models offers significant insight into the flexural behavior of benchmark data.
[제3분과/구조거동/재료] ABAQUS를 이용한 고인성 섬유보강 복합체의 비선형 유한요소해석
한민기(Han Min-Ki),전에스더(Cheon Esther),박완신(Park Wan-Shin),양일승(Yang Il-Seung),한병찬(Han Byung-Chan),윤현도(Yun Hyun-Do) 한국구조물진단유지관리학회 2004 한국구조물진단학회 학술발표회논문집 Vol.- No.-
The role of fibers in fiber reinforced cement based composites was studied by means of finite clement method. A finite element study of compression, direct tension, and four point bending specimens made in high performance fiber reinforced cement composites(HPFRCCs) is studied using the finite element code ABAQUS. The major objective of the present study is to determine if the ABAQUS finite element program can used to accurately model the post-cracked mode of failure in plastic regions of HPFRCCs, and, if so, to develop practical failure criteria in the plastic range of the material response. The research comprises constitutive models to represent behavior of the cementitious composites on the basis of experimental data, development of techniques that are appropriate for analysis of HPFRCCs members, verification, and calibration of the global model for HPFRCCs of increasing complexity. The proposed FEA technique is verified by experimental benchmark data. Results from the analyses of these FEM models offers significant insight into the structural behavior of benchmark data.
패널 전단파괴형 복합 병렬 전단벽 접합부 강도에 관한 해석적 연구
한민기 ( Han Min-ki ),김선우 ( Kim Sun-woo ),박완신 ( Park Wan-shin ),윤현도 ( Yun Hyun-do ) 한국구조물진단유지관리공학회 2005 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.9 No.1
This paper discusses a nonlinear finite element analysis(FEA) model of the strength of hybrid coupled shear wall connections with panel shear failure using ABAQUS. A detailed finite element models are created to study the monotonic load response of the designed embedded steel coupling beams in wall. The developed models account for the effect of material inelasticity, concrete cracking, and geometric nonlinearity. Results from the analysis of these FEM models offers significant insight into the flexural behavior of benchmark data.
ABAQUS를 이용한 고인성 섬유보강 복합체의 비선형 유한요소해석
한민기 ( Han Min-ki ),전에스더 ( Cheon Esther ),박완신 ( Park Wan-shin ),양일승 ( Yang Il-seung ),한병찬 ( Han Byung-chan ),윤현도 ( Yun Hyun-do ) 한국구조물진단유지관리공학회 2004 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.8 No.1
The role of fibers in fiber reinforced cement cased composites was studied by means of finite element method. A finite element study of compression, direct tension, and four point bending specimens made in high performance fiber reinforced cement composites(HPFRCCs) is studied using the finite element code ABAQUS. The major objective of the present study is to determine if the ABAQUS finite elemtnt program can used to accurately model the post-cracked mode of failure in plastic regions of HPFRCCs, and, if so, to develop practical failure criteria in the plastic range of the material response. The research comprises constitutive models to represent behavior of the cementitious composites on the basis of experimental data, development of techniques that are appropriate for analysis of HPFRCCs members, verification, and calibration of the global model for HPFRCCs of increasing complexity. The proposed FEA technique is verified by experimental benchmark data. Results from the analyses of these FEM models offers significant insight into the structural behavior of benchmark data.
개구부 설치에 따른 철근콘크리트 전단벽의 강도에 관한 해석적 연구
한민기 ( Han Min-ki ),김선우 ( Kim Sun-woo ),김효진 ( Kim Hyo-jin ),윤현도 ( Yun Hyun-do ),최창식 ( Choi Chang-sik ),최기봉 ( Choi Gi-bong ) 한국구조물진단유지관리공학회 2005 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.9 No.2
This paper discusses that the reduction of wall strength and stiffness has been investigated by a nonlinear finite element analysis (FEA) using ABAQUS that reinforced concrete shear wall artificially-introduced opening for remodeling. The FEA models account for the effects of material inelasticity, concrete cracking, geometric nonlinearity and bond-slip of steel and concrete. In order to verify the proposed FEA model, a parametric study has been carried out using parameters that the vertical and horizontal percentage and position of reinforced concrete shear wall opening. The analytical results were validated through comparisons with the experimental results and the theory that ACI 318-05 and AIJ. The analysis showed good agreement between the experimental results and the theory.
개구부 설치에 따른 철근콘크리트 전단벽의 강도에 관한 해석적 연구
한민기(Han Min-Ki),김선우(Kim Sun-Woo),김효진(Kim Hyo-Jin),윤현도(Yun Hyun-Do),최창식(Choi Chang-Sik),최기봉(Choi Gi-Bong) 한국구조물진단유지관리학회 2005 한국구조물진단학회 학술발표회논문집 Vol.9 No.2
This paper discusses that the reduction of wall strength and stiffness has been investigated by a nonlinear finite element analysis (FEA) using ABAQUS that reinforced concrete shear wall artificially-introduced opening for remodeling. The FEA models account for the effects of material inelasticity, concrete cracking, geometric nonlinearity and bond-slip of steel and concrete. In order to verify the proposed FEA model, a parametric study has been carried out using parameters that the vertical and horizontal percentage and position of reinforced concrete shear wall opening. The analytical results were validated through comparisons with the experimental results and the theory that ACl 318-05 and AU. The analysis showed good agreement between the experimental results and the theory.