Shear lag effect of high strength steel S690 open section (Angle) with single row bolted connections in tension
This paper presents the research work on the shear lag effect for High Strength Steel (HSS) S690 angle section with single row bolted connections. Twenty-three specimens were tested in tension, including thirteen equal angles and ten unequal angles. All twenty-three of them failed by net section fra...
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| Format: | Final Year Project (FYP) |
| Language: | English |
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Nanyang Technological University
2020
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| Online Access: | https://hdl.handle.net/10356/145042 |