FLEXURAL ELASTIC BUCKLING STRESS OF BATTEN TYPE LIGHT GAUGE BUILT-UP COMPRESSION MEMBER, Modified effective slenderness ratio of built-up compression member Part 1
Journal of Structural and Construction Engineering
巻, 号, ページ
Vol. 80
No. 714
pp. 1307 - 1317
出版年月
2015年8月
出版者
和文:
日本建築学会
英文:
Architectural Institute of Japan
会議名称
和文:
英文:
開催地
和文:
英文:
アブストラクト
The effective slenderness ratio of the compression member for light gauge built-up members are following the formula proposed for heavy sections; however, it is not verified that it can be adopted in light gauge. In this paper, full scale testing of built-up light gauge members are conducted. From the test results it will be shown that current code will overestimate the buckling strength. Based on energy method theory, effective slenderness ratio for built-up members of light gauge is derived. The validity of the proposed formula is shown by the comparison between test results and parametric finite element analysis results.
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