Master of Science in Civil Engineering, University of Toledo, 2021, Civil Engineering
The present study involves fiber reinforced polymers (FRP) flexural strengthening
of steel I-beams with web openings under static loading. ANSYS nonlinear finite element
analysis (FEA) software was used to model control and carbon-FRP (CFRP) strengthened
solid steel I-beams which were first validated using the data and results from an existing
experimental study in the literature. Subsequently, steel beams with ten different opening
shapes (with equal cross-sectional area) combination of circle, rectangle, square, and oval,
with and without CFRP plate strengthening were analyzed to find the best opening shape
combination. The effective length and thickness of CFRP plates applied to steel beams
with two and four circular web openings were studied. In addition, the steel beams with
two circular openings were strengthened with various number of plates and FRP types
[CFRP, aramid-FRP (AFRP), and basalt-FRP (BFRP)] to investigate their effect in
improving the load-carrying capacity. The effective length of CFRP plates was determined
as 40% and 67% of the total length of the beams with two and four circular openings,
respectively, resulting in an approximately 25% increase in the ultimate load capacity. As compared to the control solid beam, the load capacity of the steel beams with two and four circular openings was recovered by 98.9% and 74.2%, respectively, when strengthened with a 6 mm thick CFRP plate. A 28% increase in the ultimate load capacity was observed when the steel beams with two circular openings were strengthened at the tension flange face with three plates of CFRP (thickness of each plate was equal to 1.4 mm). The use of CFRP, AFRP, and BFRP plates showed a similar improvement in the load capacity of the beams with two circular openings. The highest enhancement was in the beams with the CFRP plates followed by AFRP and BFRP strengthened beams, respectively. Finally, for various shape openings with equal cross-sectional areas, the oval-oval-sh (open full item for complete abstract)
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Committee: Dr. Azadeh Parvin (Committee Chair); Dr. Luis Mata (Committee Member); Dr. Liangbo Hu (Committee Member)
Subjects: Civil Engineering