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One is the pan joist system, a standardized beam and girder system of constant depth formed with prefabricated sheet-metal forms.
The oldest is the beam and girder system, whose form was derived from wood and steel construction: slabs rest on beams, beams rest on girders, and girders rest on columns in a regular pattern.
The APT girder system possesses high frequency and low damping.
The performance of the FRP deck-on-steel girder system depends substantially on the connectors used.
Design recommendations as to material selection are addressed to better use the girder system.
The frame and girder analysis is used to analyze the stresses and deformations in the mainframe or girder system.
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It is shown that the AASHTO LRFD approach for load distribution can reasonably be used for the proposed girder systems.
Although extensive research has been conducted on stiffness and strength evaluations of various types of FRP decks, studies on FRP deck-on-steel girder systems are limited.
This paper presents experimental testing and numerical analysis of durable composite girder systems consisting of hybrid carbon/glass fiber-reinforced polymer (HFRP) I-girders and precast ultra-high-performance fiber-reinforced concrete (UHPFRC) slabs.
The approach is verified by modeling a stub-girder system to predict its behavior.
Open image in new window Fig. 7 Load-displacement curves from the FE simulation of the three-girder system.
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