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A Study on Flexural Strength of Prominent Section of SC Beams  

Ryu, Soo-Hyun (삼육의명대학 건축설계과)
Ahn, Hyung-Joon (건국대학교 건축공학부)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.10, no.1, 2006 , pp. 197-204 More about this Journal
Abstract
This experimental study of prominent section bending behavior beam without shear connector provides bond capacity between concrete profile and initial stiffness of SC beam by comparing the test result with a theological analysis result and an ANSYS(common structural analysis program) analysis result. The compared result provides a fundamental study for practical use of efficient SC beam. Test result indicates 88%-98% rate of theological result in moment capacity and composition ratio shows 30%-70%. In other words, the results are insufficient to make a complete composite action. Therefore, it is need to make pull shear connection of connection method.
Keywords
SC Beams; Composite Structure; Flexural Strength; Prominent Section;
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