Experimental study of stainless steel channel-to-plate connections under tension
Experimental study of austenitic stainless steel channel-to-plate connections has been conducted and presented in this report. The experimental tests of sixteen specimens with various configurations which were fabricated from grade 304 austenitic stainless steel are reported. The experimental progra...
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| Format: | Final Year Project (FYP) |
| Language: | English |
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Nanyang Technological University
2021
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| Online Access: | https://hdl.handle.net/10356/153824 |
| _version_ | 1811683435771592704 |
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| author | May, Soe Kyaw |
| author2 | Zhao Ou |
| author_facet | Zhao Ou May, Soe Kyaw |
| author_sort | May, Soe Kyaw |
| collection | NTU |
| description | Experimental study of austenitic stainless steel channel-to-plate connections has been conducted and presented in this report. The experimental tests of sixteen specimens with various configurations which were fabricated from grade 304 austenitic stainless steel are reported. The experimental programme in this project consisted of material tensile coupon tests and connection tests. The geometric factors affecting the ultimate tensile strength capacity of the austenitic stainless steel channel-to-plate connections were studied by analysing the obtained test results. Moreover, the test results were used to conduct an accuracy assessment of two current design standards – European code and American specification. It was found that the European code provides conservative capacity predictions, while the American specification offers more accurate capacity predictions. |
| first_indexed | 2024-10-01T04:12:42Z |
| format | Final Year Project (FYP) |
| id | ntu-10356/153824 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T04:12:42Z |
| publishDate | 2021 |
| publisher | Nanyang Technological University |
| record_format | dspace |
| spelling | ntu-10356/1538242021-12-14T05:48:46Z Experimental study of stainless steel channel-to-plate connections under tension May, Soe Kyaw Zhao Ou School of Civil and Environmental Engineering ou.zhao@ntu.edu.sg Engineering::Civil engineering Experimental study of austenitic stainless steel channel-to-plate connections has been conducted and presented in this report. The experimental tests of sixteen specimens with various configurations which were fabricated from grade 304 austenitic stainless steel are reported. The experimental programme in this project consisted of material tensile coupon tests and connection tests. The geometric factors affecting the ultimate tensile strength capacity of the austenitic stainless steel channel-to-plate connections were studied by analysing the obtained test results. Moreover, the test results were used to conduct an accuracy assessment of two current design standards – European code and American specification. It was found that the European code provides conservative capacity predictions, while the American specification offers more accurate capacity predictions. Bachelor of Engineering (Civil) 2021-12-14T05:48:46Z 2021-12-14T05:48:46Z 2021 Final Year Project (FYP) May, S. K. (2021). Experimental study of stainless steel channel-to-plate connections under tension. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/153824 https://hdl.handle.net/10356/153824 en application/pdf Nanyang Technological University |
| spellingShingle | Engineering::Civil engineering May, Soe Kyaw Experimental study of stainless steel channel-to-plate connections under tension |
| title | Experimental study of stainless steel channel-to-plate connections under tension |
| title_full | Experimental study of stainless steel channel-to-plate connections under tension |
| title_fullStr | Experimental study of stainless steel channel-to-plate connections under tension |
| title_full_unstemmed | Experimental study of stainless steel channel-to-plate connections under tension |
| title_short | Experimental study of stainless steel channel-to-plate connections under tension |
| title_sort | experimental study of stainless steel channel to plate connections under tension |
| topic | Engineering::Civil engineering |
| url | https://hdl.handle.net/10356/153824 |
| work_keys_str_mv | AT maysoekyaw experimentalstudyofstainlesssteelchanneltoplateconnectionsundertension |