Journal of Korean Society of Steel Construction (한국강구조학회 논문집)

Korean Society of Steel Construction (한국강구조학회)
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Local Buckling Behavior of Cold-Formed Channel Columns under Compression at Elevated Temperatures

압축을 받는 냉간성형 C-형강 기둥의 온도상승에 따른 국부좌굴 특성

  • 백태순 (경북대학교 대학원 건축공학과) ;
  • 강성덕 (영국 Sheffield 대학 건축학부) ;
  • 강문명 (경북대학교 건축학부)
  • Received : 2004.04.23
  • Accepted : 2004.07.15
  • Published : 2004.08.27
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Abstract

This paper discusses the development of a computer program to analyze elastic local buckling stress based on Eurocode 3 Part 1.3 for the flange and web of cold-formed channel columns under compression at elevated temperatures. The high-temperature, stress-strain relationships of the steel used in this paper were determined according to Eurocode 3 Part 1.2. The critical temperatures and the elastic local buckling stresses of cold-formed channel columns under compression at elevated temperatures were analyzed with the computer program developed in this study. Analysis examples were given to show the applicability of the computer program.

본 연구는 Eurogode 3 Part 1.3을 근거하여 온도증가에 따른 압축을 받는 냉간성형 C-형강 기둥의 플랜지와 웨브의 탄성국부좌굴 응력 해석 프로그램을 개발하였다. 고온에서 응력-변형률 관계식은 Eurocode 3 Part 1.2를 근거하였다. 온도증가에 따른 압축을 받는 냉간성형 C-형강의 임계온도와 탄성국부좌굴 응력은 본 연구에서 개발한 컴퓨터 프로그램에 의해 해석하였고, 해석 예에 대한 비교 고찰을 하였다.

Keywords

Acknowledgement

Supported by : 한국학술진흥재단

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