Finite-Element Modeling of Hybrid Composite Beam Bridges in Missouri

Three bridges were recently constructed in Missouri using a new type of hybrid composite beam (HCB) incorporated within traditional RC deck systems. These HCBs are comprised of three main subcomponents: a composite shell, compression reinforcement, and tension reinforcement. The compression reinforcement is a self-consolidating concrete (SCC) arch that is tied at the ends by high-strength galvanized steel strands. The compression and tension reinforcements are encapsulated in a glass fiber–reinforced polymer (GFRP) box, and the voids are filled with polyisocyrunate (polyiso) foam. This unique configuration aims to optimize the structural performance of the HCB constituents, hence optimizing the overall performance of the beam. However, because of the novelty of the HCB, its structural behavior is not yet completely understood. Consequently, the finite-element (FE) modeling of this new type of beam is crucial for providing deeper insight into its structural behavior and validating the current design assumptions. It is, therefore, the main goal of this study to examine the accuracy of linear FE analysis (FEA) in predicting the static behavior of the HCB under service loads. This paper explains in detail the FE modeling of the superstructure of one of the recently constructed HCB bridges, using two commercial FEA packages. A field load test that simulates several load cases was applied to the bridge, and the deflections of the HCBs were measured at different locations. A simple analytical procedure that is based on the transformed area method is also used to predict the HCB deflections. The comparison between measured deflections and predicted deflections shows that the FEA can predict the HCB bridge behavior with acceptable accuracy, whereas the theoretical procedure significantly overestimates the beams’ deflections. Finally, the two FE models are used to analyze the behavior of the HCBs.

• Record URL:
  • https://doi.org/10.1061/(ASCE)BE.1943-5592.0000635
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/32947845
• Supplemental Notes:
  • © 2014 American Society of Civil Engineers.
• Authors:
  • Aboelseoud, Mohamed A
  • Myers, John J
• Publication Date: 2015-1

Language

• English

Media Info

• Media Type: Web
• Features: References;
• Pagination: 04014054
• Serial:
  • Journal of Bridge Engineering
  • Volume: 20
  • Issue Number: 1
  • Publisher: American Society of Civil Engineers
  • ISSN: 1084-0702
  • Serial URL: http://ojps.aip.org/beo

Subject/Index Terms

• TRT Terms: Beams; Bridge design; Bridge superstructures; Bridges; Composite materials; Compressive strength; Field tests; Finite element method; Self compacting concrete; Structural analysis; Superstructures; Traffic loads
• Geographic Terms: Missouri
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 01528740
• Record Type: Publication
• Files: TRIS, ASCE
• Created Date: Jun 25 2014 8:59AM