The Study of the Flexible Capacity of the Cross-Section of UHPC–Brick Masonry Composite Beams
This paper proposes a method for modifying brick masonry walls using ultra-high-performance concrete (UHPC) to effectively reduce the beam section width in composite members. First, a detailed finite element model of UHPC–brick masonry composite beams was established using the finite element softwar...
Αποθηκεύτηκε σε:
| Κύριοι συγγραφείς: | , , , |
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| Μορφή: | Artigo |
| Γλώσσα: | Inglês |
| Έκδοση: |
MDPI AG
2024-12-01
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| Σειρά: | Buildings |
| Θέματα: | |
| Διαθέσιμο Online: | https://www.mdpi.com/2075-5309/14/12/4037 |
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