Determination of Slenderness Ratio of Faceplates in Steel-Plate Composite Wall Panels
- Authors
- Kim, Sun-Hee; Yoon, Soon-Jong; Choi, Wonchang
- Issue Date
- Feb-2019
- Publisher
- KOREAN SOCIETY OF CIVIL ENGINEERS-KSCE
- Keywords
- steel-plate composite wall panels; faceplate; buckling; slenderness ratio; structural design
- Citation
- KSCE JOURNAL OF CIVIL ENGINEERING, v.23, no.2, pp.691 - 698
- Journal Title
- KSCE JOURNAL OF CIVIL ENGINEERING
- Volume
- 23
- Number
- 2
- Start Page
- 691
- End Page
- 698
- URI
- https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/12650
- DOI
- 10.1007/s12205-018-0144-1
- ISSN
- 1226-7988
- Abstract
- Modular Steel-plate Composite (SC) construction reduces the construction time and labor requirement in their implementation for nuclear plants. For an effective structural design using SC wall panel, non-slender member is preferred for a faceplate of SC wall panel to satisfy the strength limit and the serviceability limit. The existing specifications developed for SC wall panel construction suggest width-to-thickness ratios (or faceplate slenderness ratios); however, these ratios differ in various specifications. This paper recommends the slenderness ratio of faceplates in SC wall panel. The results reveal that the faceplate slenderness ratio, the ratio of b/t(p), should be less than or equal to 0.907. In addition, the maximum stud (or tie) spacing will be a useful parameter to be considered during fabrication of SC wall, for structural design and also for field applications.
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