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http://dx.doi.org/10.7781/kjoss.2014.26.1.001

A Study on Verification Tests according to Connection Design Methods of Steel Plate Concrete Structures  

Hwang, Kyeong Min (Power Transmission Laboratory, Korea Electric Power Corporation Research Institute)
Lee, Kyung Jin (Power Transmission Laboratory, Korea Electric Power Corporation Research Institute)
Yang, Hyun Jung (Civil and Architectural Engineering Department, KEPCO Engineering and Construction Company INC.)
Kim, Won Ki (Department of Architecture, Hoseo University)
Publication Information
Journal of Korean Society of Steel Construction / v.26, no.1, 2014 , pp. 1-10 More about this Journal
Abstract
In this study, out-of-plane flexural test was performed to analyze behavior properties for a beam specimen which imitated a structure with connection member between reinforced concrete and steel plate concrete part. Tie bars between a upper and a lower steel plate, and tie wide flange shapes between upper and lower ribs were designed to prevent the steel plate or the ribs from breakaway in the connection of the specimen. As a result of the test, ductile failure behavior of the specimen and the functionality of the tie members were conformed as originally intended. Also, tension tests were performed to evaluate the design appropriateness of two specimens produced to anchor and connect mechanically #14 bars. The two test results showed that the anchorage connection system behaves in elastic limit during the main bars yielded, and the integrity of the designed system was verified.
Keywords
Steel plate concrete structure; Connection member; Out-of-plane flexural test; Ductile behavior; #14 bars; Mechanical anchorage connection system; Tension test;
Citations & Related Records
Times Cited By KSCI : 6  (Citation Analysis)
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