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The Analysis of Local Buckling Behavior for Steel Circular Tubes
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국부좌굴을 동반하는 원형강관 부재의 복원력 특성

논문 기본 정보

Type
Proceeding
Author
Lee, Sang-Ju (플러스구조엔지니어링) Lee, Dong-Woo (플러스구조엔지니어링) Han, Sang-Eul (인하대학교 건축학부)
Journal
한국공간구조학회 한국공간구조학회 춘계학술발표논문집 한국공간구조학회 2006년도 춘계 학술발표회 논문집 제3권1호(통권3호)
Published
2006.1
Pages
73 - 80 (8page)

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The Analysis of Local Buckling Behavior for Steel Circular Tubes
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Abstract· Keywords

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In this paper, we work with steel circular tubes and propose analysis model which can consider local buckling that it has an effect on failure of steel structures and induce the relation between loading and deformation. First of all, in respect to axial symmetry local buckling, which is simplest case, elasto-plastic behavior acting only axial loads is object. Therefore, it suggests analysis model for axial symmetry local buckling. And that is explainable the process from increasing internal force to decreasing passing maximum internal force. Besides, we induce the relation between the axial force and axial deformation.
#steel structures #steel circular tubes #cyclic axial loads #local buckling #collapse mechanism

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