Plastic buckling of dented steel circular tubes under axial compression: An experimental study |
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| Affiliation: | 1. Department of Civil Engineering, Zhejiang University City College, Hangzhou 310015, China;2. Space Structures Research Center, Zhejiang University, Hangzhou 310058, China;3. Zhejiang Provincial Key laboratory of Space Structures, Hangzhou 310058, China;4. The Architectural Design & Research Institute of Zhejiang University Co, Ltd, Hangzhou 310028, China;5. Zhejiang Zhongxin Detection Co, Ltd, Quzhou 324002, China;1. Department of Civil Engineering, Khoy Branch, Islamic Azad University, Khoy, Iran;2. Department of Civil Engineering, Urmia University, Urmia, Iran |
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| Abstract: | This paper examines the effect of large local imperfections, known as dents, on the plastic buckling capacity of short steel tubes under axial compression. A total of 11 tests on such short columns were carried out. The specimens were indented through a separate process and the ultimate axial capacity was subsequently obtained through compression tests. Dent imperfections with various depths were introduced to different locations on the body of the specimens. Plastic buckling modes as well as the ultimate capacity of the specimens were thoroughly investigated. The adverse effect of such a local damage on the load carrying capacity was quantified for different values and types of imperfections. |
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| Keywords: | Steel CHS tubes Plastic buckling Dent imperfection Axial compression |
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