Finite element simulation of shear stud jointed plain concrete pavement utilizing UHPC link slabs
Abstract Ultra-high-performance concrete (UHPC) link slab joint was proposed as an alternative to traditional dowelled joints in jointed plain concrete pavements (JPCP) and proved more efficient. This study aims at introducing numerical modeling of the proposed UHPC link slab joints. Then the numeri...
Saved in:
| Main Authors: | Alialrida Alzamily, Haider M. Al-Jelawy, Hisham Jashami |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Springer
2025-03-01
|
| Series: | Discover Civil Engineering |
| Subjects: | |
| Online Access: | https://doi.org/10.1007/s44290-025-00201-3 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Optimizing UHPC Layers to Improve Punching Shear Performance in Concrete Slabs
by: Ahmed A. Hassoon, et al.
Published: (2025-01-01) -
Experimental study on the tensile-shear coupling performance of fully prefabricated assembled floor slabs with UHPC wet connections
by: Hao Wang, et al.
Published: (2025-07-01) -
Flexural behavior of steel-UHPC composite bridge slab under different curing conditions
by: Yanan Wang, et al.
Published: (2025-06-01) -
Analytical Study of Stud Shear Connector Behavior in Steel–UHPC Composite Structures
by: Wei Du, et al.
Published: (2024-11-01) -
Study on Flexural Capacity of UHPC-NC Composite Slab with Reinforced Truss in the Normal Section
by: Xin Wang, et al.
Published: (2024-11-01)