Performance of externally FRP reinforced columns for changes in angle and thickness of the wrap and concrete strength
作者： Aditya S. Jamwal , Azadeh Parvin
DOI: 10.1016/J.COMPSTRUCT.2005.02.019
关键词:
摘要: In this study, the performance of axially loaded, small-scale, and fiber-reinforced polymer (FRP) wrapped concrete columns with various wrap angle configurations, thicknesses, strengths was investigated through nonlinear finite element analysis. Three different ply configurations 0°, ±15°, 0°/±15°/0° respect to circumferential direction, strength values ranging from 3 ksi 6 were considered. An existing experimental study on FRP-confined circular in literature utilized validate numerical analysis models. The results showed substantial increase axial compressive ductility cylinders as compared unconfined cylinders. thickness also resulted enhancement columns. gain FRP-wrapped observed be higher for lower highest 0° configuration.
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