کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
268970 | 504453 | 2008 | 11 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Structural behaviour of T-Perfobond shear connectors in composite girders: An experimental approach
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: Structural behaviour of T-Perfobond shear connectors in composite girders: An experimental approach Structural behaviour of T-Perfobond shear connectors in composite girders: An experimental approach](/preview/png/268970.png)
چکیده انگلیسی
This paper presents the results from eighteen push-out tests made at the Civil Engineering Department of the University of Coimbra, Portugal, on T-Perfobond shear connectors. The investigated variables were: concrete slab thickness, concrete compressive strength, connector geometry, relative position of the connector to the direction of loading, shear connector hole number and disposition, among others. The results are presented and discussed, focusing on the T-Perfobond structural response in terms of shear transfer capacity, ductility and collapse modes. Finally, a comparison of the experimental results with existing analytical formulae was also made to develop guidelines for designing the T-Perfobond connectors.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 30, Issue 9, September 2008, Pages 2381–2391
Journal: Engineering Structures - Volume 30, Issue 9, September 2008, Pages 2381–2391
نویسندگان
J.da.C. Vianna, L.F. Costa-Neves, P.C.G.da S. Vellasco, S.A.L. de Andrade,