Evaluation of Horizontal Shear Performance of Composite Girders Using Separable Shear Connectors
The increased volume of heavy vehicles and use of de-icing agents on concrete bridge decks accelerates the deterioration of these structures. Therefore, the rapid replacement of these structures has attracted considerable attention, with prefabricated bridges being the preferred option. Conventional...
Saved in:
| Main Authors: | Dae-Sung Jung, Se-Hyun Park, Jong-Wook Han, Chul-Young Kim |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2024-11-01
|
| Series: | Applied Sciences |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2076-3417/14/23/10982 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Study of shear performance of steel-timber composite connection with different shear connectors
by: Ernian Zhao, et al.
Published: (2024-12-01) -
Strength and Ductility Evaluation of L-Shape Shear Connectors in Composite Floors
by: G. P. Tonkih, et al.
Published: (2024-02-01) -
Analytical Study of Stud Shear Connector Behavior in Steel–UHPC Composite Structures
by: Wei Du, et al.
Published: (2024-11-01) -
Random shear resistance of a headed-stud connector in composite steel-concrete beam
by: Tomasz Domański, et al.
Published: (2024-12-01) -
Parametric study of I-shaped shear connectors with different orientations in push-out test
by: Boursas Farid, et al.
Published: (2021-06-01)