Experimental Behavior of Steel-Concrete Composite Girders with UHPC-Grout Strip Shear Connection

Experimental Behavior of Steel-Concrete Composite Girders with UHPC-Grout Strip Shear Connection

This paper develops a new type of shear connection for steel-concrete composite bridges using Ultra-High Performance Concrete (UHPC) as the connection grout. The UHPC-grout strip shear connection is fabricated by preforming a roughened slot in the concrete deck slab, welding an embossed steel rib lo...

Full description

Bibliographic Details
Main Authors: Zhi-Qi He, Changxue Ou, Fei Tian, Zhao Liu
Format: Article
Language:English
Published: MDPI AG 2021-04-01
Series:Buildings
Subjects:
composite bridge
precast deck
shear connection
strip connection
UHPC
Online Access:https://www.mdpi.com/2075-5309/11/5/182

Similar Items

Similar Items