Flexural capacity evaluation of hybrid composite beam using high strength steel

고강도강재를 적용한 하이브리드 합성보의 휨성능 평가

  • 김대희 (단국대학교, 건축공학과) ;
  • 이경구 (단국대학교, 건축공학과) ;
  • 김영기 (이지파트너) ;
  • 민경철 (롯데건설(주), 디자인연구소) ;
  • 변태우 (롯데건설, 기술연구원, 빌딩연구팀) ;
  • 주은희 (이지파트너, 기술연구소)
  • Published : 2022.04.20

Abstract

Exposed composite beams composed of H-beams and concrete slabs are generally used in building structures because of their excellent economics and flexural strength. However, deep beams used under large load often make difficulties in construction. In this study, an exposed composite beam with high strength steel (SM460) used in the bottom flange of built-up H-shaped beam, so-called S-Beam, was proposed in order to reduce beam depth. And its positive and negative flexural strengths were experimentally evaluated. The test results showed that S-Beam has excellent flexural strength and ductility.

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Acknowledgement

본 논문은 2021년 포스코 공모과제의 일환으로 수행된 연구임을 밝히며 이에 감사를 드립니다.