Design and construction of deck bulb tee girder bridges with UHPC connections /
The advantage of prestressed concrete deck bulb tee (DBT) girder bridges is the speed of construction, since no separate decking is required. However, the performance of the connection between girders has been a primary concern. The TRB National Cooperative Highway Research Program's NCHRP Rese...
| Main Author: | |
|---|---|
| Corporate Authors: | , |
| Format: | Book |
| Language: | English |
| Published: |
Washington, DC :
Transportation Research Board,
2022.
|
| Series: | Report (National Cooperative Highway Research Program ;
999. |
| Subjects: | |
| Online Access: | View Report |
Table of Contents:
- Introduction - Research Objective - Literature Review - Analytical Approach and Results - Introduction - Bridge Models: Stage 1 - Joint 3D FEM Models: Stage 2 - Bridge 3D FEM Models: Stage 3 - Summary of Analytical Results - Introduction - Testing of Longitudinal Joint - Continuity Joint Testing - Summary of Experimental Testing - Potential Modifications to AASHTO Specifications - Live Load Distribution Factors - Dynamic Load Allowance - Precast Deck Bridges - Bridge Composed of Simple-Span Precast Girders Made Continuous - References - AASHTO LRFD Bridge Construction Specifications