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http://dx.doi.org/10.11112/jksmi.2014.18.4.067

Analytical Study for Design of Shape and Arrangement Spacing of Studs in Steel Plate Concrete(SC) Wall subjected to Shear and Axial Forces  

Cho, Sung-Gook ((주)제이스코리아 기술연구소)
Lim, Jin-Sun (서울연구원 안전환경연구실)
Jeong, Young-Do (포스코건설 R&D센터 기술연구소)
Yi, Seong-Tae (인하공업전문대학 토목환경과)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.18, no.4, 2014 , pp. 67-76 More about this Journal
Abstract
In this study, the behavior of Steel Plate Concrete (SC) walls subjected to shear and axial forces to investigate the effects of shape and arrangement spacing of studs on the design of SC walls was analytically reviewed. For this purpose, 9 cases of finite element analyses considering the different shape and spacing of studs in SC wall were performed. The results showed that the steel plate was yielded at the lower load than the second yielding shear force of the design skeleton curve when the spacing of stud is excessively far from each other. It is also found that the shape of the stud did not affect the shear behavior of SC wall but, the spacing influenced to its composite action. In this study, it was also proven that the inclined shaped stud resists more effectively to the bucking load than the general shaped stud in SC wall.
Keywords
SC Wall; Stud design; Shear force; Axial force; Nonlinear finite element analysis; KEPIC SNG;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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