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گواهی نمایه سازی مقاله NONLINEAR FINITE ELEMENT ANALYSIS OF MODELS FOR UNCONFINED AND FRP-CONFINED COLUMNS

عنوان مقاله: NONLINEAR FINITE ELEMENT ANALYSIS OF MODELS FOR UNCONFINED AND FRP-CONFINED COLUMNS
شناسه (COI) مقاله: ICCE06_355_0165077577
منتشر شده در ششمین کنفرانس بین المللی مهندسی عمران در سال ۱۳۸۲
مشخصات نویسندگان مقاله:

A. Parvin - Department of Civil Engineering, The University of Toledo, Toledo, Ohio USA
W. Wang, - Department of Civil Engineering, The University of Toledo, Toledo, Ohio USA

خلاصه مقاله:
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.

کلمات کلیدی:
Fiber composites, Concrete, Jacketed-columns, Finite element analysis

صفحه اختصاصی مقاله و دریافت فایل کامل: https://www.civilica.com/Paper-ICCE06-ICCE06_355_0165077577.html