| contributor author | Jang, Hansol | |
| contributor author | Saqan, Elias I. | |
| contributor author | Bayrak, Oguzhan | |
| date accessioned | 2026-08-20T12:17:46Z | |
| date available | 2026-08-20T12:17:46Z | |
| date copyright | 2025/10/13 | |
| date issued | 2025 | |
| identifier other | JSENDH.STENG-14445.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4313333 | |
| description abstract | AbstractThis paper investigates the potential for relaxing the 0.18fc′ shear stress limit imposed by AASHTO load-and-resistance factor design (LRFD) in
the end regions of prestressed concrete girders with relatively large bottom flanges,
which often exceed this ...Practical ApplicationsShear stress in the end regions of prestressed concrete bridge girders is a critical
design consideration, particularly when girders are not cast integrally with supports.
Current design codes conservatively limit this stress to 0.18fc′ to ... | |
| publisher | American Society of Civil Engineers | |
| title | Relaxing Shear Stress Limit for the End Region of Prestressed Concrete Girders | |
| type | Journal Article | |
| journal volume | 151 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/JSENDH.STENG-14445 | |
| journal fristpage | 04025222-1 | |
| journal lastpage | 04025222-10 | |
| page | 10 | |
| tree | Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012 | |
| contenttype | Fulltext | |