| dc.contributor.author | Tian, Xin | |
| dc.contributor.author | Fang, Zhi | |
| dc.contributor.author | Shao, Yi | |
| dc.date.accessioned | 2026-08-20T12:15:27Z | |
| dc.date.available | 2026-08-20T12:15:27Z | |
| dc.date.copyright | 2025/06/24 | |
| dc.date.issued | 2025 | |
| dc.identifier.other | JSENDH.STENG-13830.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4313284 | |
| dc.description.abstract | AbstractUltra-high performance concrete (UHPC) is well-known for its ultra-high compressive
strength and sustained postcracking tensile ductility, making it an attractive choice
for the construction of modern structures. However, prestressed UHPC members ... | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Flexural Behavior and Design of Prestressed Ultrahigh-Performance Concrete Beams: Failure Mode and Ductility | |
| dc.type | Journal Article | |
| dc.journal.volume | 151 | |
| dc.journal.issue | 9 | |
| dc.journal.title | Journal of Structural Engineering | |
| dc.identifier.doi | 10.1061/JSENDH.STENG-13830 | |
| dc.journal.fristpage | 04025127-1 | |
| dc.journal.lastpage | 04025127-22 | |
| dc.page | 22 | |
| dc.tree | Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 009 | |
| dc.contenttype | Fulltext | |
