Bridge-in-a-Backpack(TM). Task 2.3 : low-rise arch study with soil-structure interaction and spread footing foundation.
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2015-01-01
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Abstract:This report includes fulfillment of Task 2.3 of a multi-task contract to further enhance concrete filled FRP tubes, or
the Bridge in a Backpack. Task 2 is an investigation of alternative shapes for the FRP tubes with varying radii. Task
2.3 explores the effects of decreasing the rise (R) of an arch for a constant span (S) with a set of different earth
covers. It uses the finite element code (FE Code) by the University of Maine Advanced Structures and Composites
Center (The Center) that takes into consideration soil-structure interaction (Clapp and Davids, 2011).
A parametric study on a set of four bridge geometries given by rise-to-span (R/S) ratios of 0.30, 0.25, 0.2
and 0.15 was selected. In addition, two sets of cover were investigated for each geometry, 4 ft., and 8 ft.
respectively.
For a 40 ft. span bridge, decreasing the rise by 50% from 12 ft. to 6 ft. could increase the overall bridge cost by as
much as 16%.
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