Analytical Study of Stud Shear Connector Behavior in Steel–UHPC Composite Structures
Ultra-high performance concrete (UHPC) combined with shorter stud shear connectors (<i>h/d</i> < 4) presents challenges that existing analytical models for stud connectors cannot adequately address. This study enhances the elastic foundation beam model to better accommodate these mate...
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| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2024-11-01
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| Series: | Buildings |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/14/12/3807 |
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