Experimental and computational research on the shear performance of partially filled narrow-width steel box-UHPC-combined girders under negative moment action
To examine the vertical shear behavior of narrow-width steel box-UHPC (Ultra-High Performance Concrete) composite beams with partial filling under negative bending moments, a total of six test beams were created and constructed in this study. The variables considered during the design and fabricatio...
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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/10356/173832 |
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| Institution: | Nanyang Technological University |
| Language: | English |