Deck Panels and Girders for Bridge Applications

2013 ◽  
pp. 155-170
Author(s):  
Lijuan Cheng ◽  
Lei Zhao
Keyword(s):  
Deck Panels

Full Depth Precast and Precast, Prestressed Concrete Bridge Deck Panels

PCI Journal ◽  
1995 ◽  
Vol 40 (1) ◽  
pp. 59-80 ◽  
Author(s):  
Mohsen A. lssa ◽  
Ahmad-Talalldriss ◽  
lraj I. Kaspar ◽  
Salah Y. Khayyat
Keyword(s):  
Prestressed Concrete ◽  
Bridge Deck ◽  
Concrete Bridge ◽  
Deck Panels ◽  
Concrete Bridge Deck ◽  
Prestressed Concrete Bridge ◽  
Precast Prestressed Concrete

Wisconsin’s Use of Full-Depth Precast Concrete Deck Panels Keeps Interstate 90 Open to Traffic

PCI Journal ◽  
2007 ◽  
Vol 52 (1) ◽  
pp. 16-30
Author(s):  
James W. Carter ◽  
Tom Pilgrim ◽  
Finn K. Hubbard ◽  
Tim Poehnelt ◽  
Michael Oliva
Keyword(s):  
Precast Concrete ◽  
Deck Panels ◽  
Concrete Deck

Structural Assessment of Externally Strengthened Bridge Deck Panels

2006 ◽  
Vol 13 (2) ◽  
pp. 99-114 ◽  
Author(s):  
Jongsung Sim ◽  
Hongseob Oh ◽  
Christian Meyer
Keyword(s):  
Bridge Deck ◽  
Structural Assessment ◽  
Deck Panels

The Behavior of Tiled Laminate GFRP Composites, a Class of Robust Materials for Civil Applications

2019 ◽  
Author(s):  
Wouter De Corte ◽  
Jordi Uyttersprot ◽  
Wim Van Paepegem
Keyword(s):  
Crack Propagation ◽  
Numerical Simulations ◽  
Bridge Deck ◽  
Fatigue Loading ◽  
Structural Behavior ◽  
Gfrp Composites ◽  
Civil Structures ◽  
Laminate Composites ◽  
Deck Panels ◽  
Highly Loaded

<p>This paper focuses on the structural behavior of tiled laminate composites. Such laminates, in which the plies are not parallel to the outer surfaces are found in GFRP bridge deck panels. The technology is developed for the construction of robust GFRP panels useful in highly loaded structures such as bridges or lock gates. In civil structures, the drawback in traditional FRP sandwich structures has always been debonding of skin and core. Such a debonding problem may occur after unintentional impact, followed by fatigue loading. Through the concept of using overlapping Z-shaped and two-flanged web laminates, alternating with polyurethane foam cores, debonding is no longer possible in vacuum infused GFRP bridge deck panels. In such panels, the fibers in the upper and lower skins as well as in the vertical webs run in all directions, rendering a resin-dominated crack propagation impossible. As a result of the integration of core and skin reinforcement, a skin material is created in which the reinforcement is not parallel to the outer surfaces, but tiled. Based on experimental results and numerical simulations the relevance of tiled laminates for civil applications is demonstrated.</p>

scholarly journals Bridge Deck Load Testing Using Sensors and Optical Survey Equipment

2012 ◽  
Vol 2012 ◽  
pp. 1-11 ◽  
Author(s):  
Hubo Cai ◽  
Osama Abudayyeh ◽  
Ikhlas Abdel-Qader ◽  
Upul Attanayake ◽  
Joseph Barbera ◽  
...  
Keyword(s):  
Sensor Network ◽  
Structural Integrity ◽  
Structural Response ◽  
Lessons Learned ◽  
Load Test ◽  
Load Testing ◽  
Deck Panels ◽  
Test Study ◽  
Deflection Analysis

Bridges are under various loads and environmental impacts that cause them to lose their structural integrity. A significant number of bridges in US are either structurally deficient or functionally obsolete, requiring immediate attention. Nondestructive load testing is an effective approach to measure the structural response of a bridge under various loading conditions and to determine its structural integrity. This paper presents a load-test study that evaluated the response of a prefabricated bridge with full-depth precast deck panels in Michigan. This load-test program integrates optical surveying systems, a sensor network embedded in bridge decks, and surface deflection analysis. Its major contribution lies in the exploration of an embedded sensor network that was installed initially for long-term bridge monitoring in bridge load testing. Among a number of lessons learned, it is concluded that embedded sensor network has a great potential of providing an efficient and accurate approach for obtaining real-time equivalent static stresses under varying loading scenarios.

Reinforcing Transverse Glulam Deck Panels with Through-bolted Glulam Stiffener Beams: Theoretical Analysis

2002 ◽  
Vol 7 (6) ◽  
pp. 367-371
Author(s):  
Ray W. Witmer ◽  
Harvey B. Manbeck ◽  
John J. Janowiak ◽  
Perry Schram
Keyword(s):  
Theoretical Analysis ◽  
Deck Panels

A numerical study of the ultimate strength of Y-deck panels under longitudinal in-plane compression

2016 ◽  
Vol 100 ◽  
pp. 134-146 ◽  
Author(s):  
Heba Wael Leheta ◽  
Ahmed Shawki Elhanafi ◽  
Sherif Farouk Badran
Keyword(s):  
Ultimate Strength ◽  
Numerical Study ◽  
Deck Panels ◽  
Plane Compression
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