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전단연결재 상세에 따른 H형강과 콘크리트의 합성효과에 관한 실험 및 해석적 평가Experimental and Analytical Evaluations of Composite Effects Between H-shaped Steel and Concrete with Shear Connector Details
- Other Titles
- Experimental and Analytical Evaluations of Composite Effects Between H-shaped Steel and Concrete with Shear Connector Details
- Issue Date
- 2009
- Publisher
- 대한건축학회
- Keywords
- Shear Connector; Basement Composite Wall; Stud Bolt; Nonlinear Finite Element Method; 전단연결재; 합성지하벽; 스터드볼트; 비선형 유한요소법
- Citation
- 대한건축학회논문집 구조계, v.25, no.09, pp 23 - 30
- Pages
- 8
- Indexed
- KCI
- Journal Title
- 대한건축학회논문집 구조계
- Volume
- 25
- Number
- 09
- Start Page
- 23
- End Page
- 30
- ISSN
- 1226-9107
- Abstract
- This study is to investigate the possibility of reusing H-shaped steel column used in underground construction as structural elements. Hence, experimental works and three dimensional finite element analyses were compared for shear connector behavior with different type of connectors in this study. Based on these results, a newly developed shear connector with U-type reinforcements was compared with traditional stud type connectors. In finite element mode, nonlinearity of steel was model based on plasticity and cracked concrete was modeled based on the damage plasticity model. The bond characteristics between shear connectors and concrete were considered using a surface-to-surface contact model. Experimental and finite element results were well matched each other in shear behaviors of specimens.
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