WPD Consulting Engineers & Associates, USA.
Naval Sea Systems Command, USA.
Old Dominion University, USA.
* Corresponding author

Article Main Content

This paper presents the outcome of a theoretical and experimental study of the behavior of Fiber Reinforced Polymer (FRP) I-beams exposed to lateral-torsional instability or when subjected to biaxial bending. Laboratory experiments involved the application of vertical and horizontal static loads to a 4 x 4 x ¼ in. I-beam with various lengths and the resulting deflections were recorded. Governing biaxial flexure and torsion differential equations were modified to account for the presence of initial imperfections and subsequently solved using a central finite-difference scheme. The theoretical predictions of the beam behavior were found to be in good agreement with what was observed in the laboratory.

References

  1. American Society of Civil Engineers, Proposed Design Specification for FRP Structures, 2012.
     Google Scholar
  2. Ellingwood BR. Toward Load and Resistance Factor Design for Fiber-Reinforced Polymer Composite Structures. Journal of Structural Engineering, 2003: 449-458.
     Google Scholar
  3. Galambos TV. Structural Members and Frames, Englewood Cliffs, NJ: Prentice-Hall, Inc., 1968.
     Google Scholar
  4. Nordin H, Taljsten B. Testing of Hybrid FRP Composite Beams in Bending. Composites Part B, 2004; 35: 27-33.
     Google Scholar
  5. Qiao P, Zou G, Davalos JF. Flexural-torsional Buckling of Fiber-Reinforced Plastic Composite Cantilever I-beams. Composite Structures, 2003; 60: 205-217.
     Google Scholar
  6. Ragheb W. Improving Local Buckling Capacity of Pultruded I-Beams using Flange Lips. Journal of Reinforced Plastics and Composites. 2007; 26(15): 1513-1521.
     Google Scholar
  7. Razzaq Z, Prabhakaran R, Sirjani MB. Load and Resistance Factor Design (LRFD) Approach for Reinforced-Plastic Channel Beam Buckling. Composites: Part B, 1996; 27B (3-4): 361-369.
     Google Scholar
  8. Sapkás A, Kollár LP. Lateral-torsional Buckling of Composite Beams. International Journal of Solids and Structures, 2002; 39: 2939-2963.
     Google Scholar
  9. Sirjani MB, Razzaq Z. Stability of FRP Beams under Three-point Loading and LRFD Approach. Journal of Reinforced Plastics and Composites, 2005; 24(18): 1921-1927.
     Google Scholar
  10. Sirjani, MB. Fiber Reinforced Plastic Composite Beam Stability and Load and Resistance Factor Design Approach. PhD Dissertation, Department of Civil and Environmental Engineering, Old Dominion University, Norfolk, VA 23529, USA, 1998.
     Google Scholar
  11. Design Manual of Standard and Custom Fiber Reinforced Polymer Structural Profiles, (vol 4). Creative Pultrusions Inc., Alum Bank, PA, 2004.
     Google Scholar


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