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Behavior of steel-concrete composite cantilever beams with web openings under negative moment

✍ Scribed by Tao Chen; Xianglin Gu; Hua Li


Book ID
107697227
Publisher
Korean Society of Steel Construction
Year
2011
Tongue
English
Weight
704 KB
Volume
11
Category
Article
ISSN
1598-2351

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Nine specimens of steel-concrete composite beams with openings in the concrete flange were tested in the present study. The main parameters considered were the size and position of the openings. Two modes of failure were observed in the tests, depending on the loading arrangement and the position of