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...
| Autores principales: | , , , , , |
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| Otros Autores: | |
| Formato: | Journal Article |
| Lenguaje: | English |
| Publicado: |
2024
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| Materias: | |
| Acceso en línea: | https://hdl.handle.net/10356/173832 |