Experimental and Numerical Analysis of a Temporary Bridge Connector Consisting of an Upper Bearing Block–Lower Pin Configuration
In this study, the structural details of a hinge connection for steel girder segments were developed to improve the process of rapid and easy construction. In the connector developed in this study (referred to as the “speedBridge” hereafter), the compression load exerted on the upper flange is resis...
Main Authors: | Hong-Lae Jang, Chae-Hee Han, Ri-Ha Kim, Dae-Youl Park, Sung-Yong Kim |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2024-02-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/14/5/2012 |
Similar Items
-
Behavior of I-beam
by: Abdelrahim Khalil Dessouki, et al.
Published: (2013-12-01) -
Structural Performance of Prefabricated Composite Girders for Railway Bridges along with Girder-to-Deck Interface Connections for Mechanical Injection
by: Hung Thanh Diep, et al.
Published: (2023-05-01) -
Real Stiffness and Fatigue Resistance of Stringer-to-Cross-Girder Connection of Riveted Steel Railway Bridges
by: Jozef Gocál, et al.
Published: (2023-02-01) -
Stress Analysis of Pin Connections in Steel Box Girder with the Unibridge System using Finite Element Model
by: Ayu Sinta Aprilia, et al.
Published: (2024-03-01) -
Experimental Analysis of Stiffness of the Riveted Steel Railway Bridge Deck Members’ Joints
by: Gocál Jozef, et al.
Published: (2014-12-01)