کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
267349 504399 2013 10 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Buckling strength of slender circular tubular steel braces strengthened by CFRP
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
Buckling strength of slender circular tubular steel braces strengthened by CFRP
چکیده انگلیسی

Although the application of carbon fibre reinforced polymer (CFRP) on strengthening of concrete structures have been reported widely, there are relatively few applications to steel structures, especially to tubular steel structures. In order to investigate the performance of circular tubular steel braces retrofitted with CFRP, long hot finished circular hollow steel braces (88.9 mm × 4 mm) wrapped with CFRP sheets are tested to study the effects of CFRP on overall buckling behavior. Based on the experimental results, a numerical model has been developed to predict the axial load capacity, lateral and axial displacements accounting for the initial out-of-straightness, material and geometric nonlinearities. It is found that CFRP layers could increase both the strength and stiffness of the brace considerably.


► CFRP.
► Circular tubular structure.
► Retrofitting of steel braces.
► Buckling strength.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 46, January 2013, Pages 547–556
نویسندگان
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