.png){kind=icon}
.png){kind=icon}
Return
Shear behavior of steel-UHPC-NC composite girders: Effects of interface treatment and UHPC layer thickness
.png){kind=icon}
PRE
AI
J
L
C
H
DOI：10.1016/j.engstruct.2026.123470.png)
.png){kind=icon}
Original request for help.png){kind=icon}
Share.png){kind=icon}
Save
Abstract
En 中文
• Shear behavior of steel-UHPC-NC, steel-UHPC and steel-NC composite girders was tested and compared. • Effects of UHPC-NC interface treatment and UHPC layer thickness were examined. • A reliable UHPC-NC interface shear configuration was identified. • Numerical models were established to study the influencing factors of shear behavior. • A design formula for the ultimate shear capacity of steel-UHPC-NC composite girders was developed.
Journal
IF:
6.4
Papers:
2.1W
Citations:
8.7W
Organization
Cited Papers