High strength steel unlipped channel sections subjected to ETF loading: laboratory testing, numerical simulations and web crippling design
This paper presents web crippling and structural design of high strength steel unlipped channel sections under end-two-flange (ETF) loading based on experimental and finite element investigations. The experimental programme was composed of six grade S690 and four grade S960 test specimens, and the c...
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| Main Authors: | , , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
2024
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/180644 |
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| Institution: | Nanyang Technological University |
| Language: | English |