Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending
This thesis investigates the behaviour of UHPC as a fill material for precast deck panels subjected to negative bending. Two full-scale test specimens were constructed. The transverse joints between the panels, the shear pockets, and the deck haunches were all filled with UHPC. A total of four tests...
Main Author: | Amorim, David Rodrigues Coelho |
---|---|
Other Authors: | Svecova, Dagmar (Civil Engineering) |
Published: |
2016
|
Subjects: | |
Online Access: | http://hdl.handle.net/1993/31018 |
Similar Items
-
Performance Criteria Recommendations for Mortars Used in Full-Depth Precast Concrete Bridge Deck Panel Systems
by: Scholz, Donald P.
Published: (2014) -
Structural Performance of a Full-Depth Precast Concrete Bridge Deck System
by: Mander, Thomas
Published: (2010) -
Polymer Concrete for Bridge Deck Closure Joints in Accelerated Bridge Construction
by: Islam Mantawy, et al.
Published: (2019-06-01) -
Influence of precast concrete panel surface condition on behavior of composite bridge decks at skewed expansion joints
by: Donnelly, Kristen Shawn
Published: (2009) -
Effects of Single Panel Replacement of a Full-Scale, Full-Depth, Precast Concrete Bridge Deck System
by: Perry, Jason Robert
Published: (2012)