Julio F. Davalos, An Chen, Pizhong Qiao ...
351 pages
Publisher: CRC Press; (March 26, 2013)
Language: English
ASIN: B00CLZSWWA
Fiber-reinforced polymer (FRP) decks have been increasingly used for new
construction and rehabilitation projects worldwide. The benefits of
using FRP bridge decks, such as durability, light weight, high strength,
reduced maintenance costs, and rapid installation, outweigh their
initial in-place material costs when implemented in highway bridge
projects. FRP Deck and Steel Girder Bridge Systems: Analysis and Design
compiles the necessary information to facilitate the development of the
standards and guidelines needed to promote further adoption of
composite sandwich panels in construction. It also, for the first time,
proposes a complete set of design guidelines.
Providing both
experimental investigations and theoretical analyses, this book covers
three complementary parts: FRP decks, shear connectors between the deck
and steel girders, and the behavior of bridge systems. The text presents
stiffness and strength evaluations for FRP deck panels and FRP
deck-girder bridge systems. While the FRP deck studies focus on
honeycomb FPR sandwich panels over steel girder bridge systems, they can
be adapted to other sandwich configurations. Similarly, the shear
connection and bridge system studies can be applied to other types of
FRP decks. Chapters discuss skin effect, core configuration, facesheet
laminates, out-of-plane compression and sheer, mechanical shear
connectors, and FRP deck–steel girder bridge systems.
Based on
the findings described in the text, the authors propose design
guidelines and present design examples to illustrate application of the
guidelines. In the final chapter, they also provide a systematic
analysis and design approach for single-span FRP deck-stringer bridges.
This book presents new and improved theories and combines analytical
models, numerical analyses, and experimental investigations to devise a
practical analysis procedure, resulting in FRP deck design formulations.