Column curves for stainless steel-lipped channel sections
The strength of thin-walled stainless steel columns has been investigated extensively over the last few years. The present paper presents the results of an extensive computational study of the buckling strength of lipped–channel section columns made of austenitic, duplex, and ferritic grades. The nu...
| Main Authors: | , |
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| Format: | Journal article |
| Language: | English |
| Published: |
American Society of Civil Engineers
2020
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