Welcome to ROSA P | Field evaluation of hybrid\0x2010composite girder bridges in Missouri. - 28293 | US Transportation Collection
Stacks Logo
Advanced Search
Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.
 
 
Help
Clear All Simple Search
Advanced Search
Field evaluation of hybrid\0x2010composite girder bridges in Missouri.
  • Published Date:
    2014-06-01
  • Language:
    English
Filetype[PDF-10.58 MB]


This document cannot be previewed automatically as it exceeds 5 MB
Please click the thumbnail image to view the document.
Field evaluation of hybrid\0x2010composite girder bridges in Missouri.
Details:
  • Publication/ Report Number:
    cmr 15-002
  • Resource Type:
  • Geographical Coverage:
  • Format:
  • Abstract:
    Three hybrid composite beam (HCB) bridges were recently constructed in Missouri, USA. HCB is an innovative idea

    that incorporates traditional construction materials (steel and concrete) with fiber reinforced polymer (FRP) composites

    in such a manner to optimize the performance of the beam constituents. The HCB consists of self-consolidating concrete

    (SCC) poured in classical arch shape and tied at the ends by conventional prestressing strands. The concrete and steel are

    tucked inside durable fiberglass shell and the voids are filled with polyiso foam. An integrated study was implemented

    on the three bridges to investigate the HCB in-service behavior. The study included quality control / quality assurance

    (QC/QA) testing program. As a part of this research study, an innovative infrared (IR) thermal imaging approach was

    developed to detect the voids in the concrete arch section during its casting. The approach is found to be an ideal

    solution for QC/QA of the concrete arch concrete placement. A series of load tests on the bridges together with

    meticulous theoretical and numerical analyses were executed. The first finite element analysis (FEA) for a HCB bridge

    superstructure was accomplished. The analysis was used to provide better understanding for the girder behavior and to

    emphasize the areas that need more examination. Based on the FEA results the existing flexural design methodology and

    assumptions were tested. The methodology was found unable to detect the maximum compressive stress in the concrete

    arch, and the strain compatibility assumption was found invalid. However, the experimental measurements along with

    the mathematical calculations indicate that the HCB owns abundant nominal bending and shear strength to withstand the

    expected loads during its lifetime. A modified methodology that is based on the same assumptions as the existing one

    was produced. The methodology was found to achieve significant enhancement in predicting the stresses under the

    service loads. The durability of the HCB was tested through subjecting the composite shell to different aging regimes.

    The testing results indicate that the HCB possesses excellent durability in relation to the expected weathering exposure

    in Missouri. Longer exposure regimes are under implementation to assure these results.

  • Funding:
  • Main Document Checksum:
  • Supporting Files:
    No Additional Files
No Related Documents.
You May Also Like:
Submit Feedback >