NONLINEAR FINITE ELEMENT ANALYSIS OF MODELS FOR UNCONFINED AND FRP-CONFINED COLUMNS
Publish place: 6th International Conference on Civil Engineering
Publish Year: 1382
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICCE06_355_0165077577
تاریخ نمایه سازی: 25 مهر 1384
Abstract:
This paper describes nonlinear finite element analysis of concrete columns upgraded by an innovative scheme such as the fiber-reinforced olymer (FRP) wrapping technique, which is used as a confinement. Behaviors of axially loaded unconfined and FRP-confined concrete columns were investigated and compared. Proposed finite element models were validated through experimental studies on similar columns reported in iterature. Numerical analysis results for small-scale columns showed that confinement increased the ductility and strength of the concrete columns loaded axially.
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