Experimental and Numerical Study on the Shear Performance of Short Stud Shear Connectors in Steel–UHPC Composite Beams
Steel–ultra-high-performance concrete (UHPC) composite beams offer numerous advantages, such as structural self-weight reduction, bending stiffness improvement, and tensile cracking limitation in slabs. However, few studies have focused on the shear performance of short stud shear connectors in stee...
| 發表在: | Buildings |
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| Main Authors: | , , |
| 格式: | Article |
| 語言: | 英语 |
| 出版: |
MDPI AG
2022-03-01
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| 主題: | |
| 在線閱讀: | https://www.mdpi.com/2075-5309/12/4/418 |
