کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
10132241 | 1645555 | 2018 | 15 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Experimental study on ultimate bending performance of grouted connections in offshore wind turbine support structures
ترجمه فارسی عنوان
مطالعه تجربی بر روی عملکرد خم شدن نهایی اتصالات متحرک در سازه های حمایت از توربین بادی دریایی
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
چکیده انگلیسی
This paper investigated six grouted connection specimens under ultimate four point bending test. The different eccentricity values of pile tube, overlap length and thickness of transition piece (TP) tube has been studied. It was found that all the specimens failed in a similar ductile mode. The eccentricity values had little effect on bending capacity, stiffness and ductility. However, the increased eccentricity values would aggravate the radial and inner cracks in grout material. Meanwhile, the overlap length and the thickness of the TP tube had apparent effect on bending behavior. Moreover, the effects of the eccentricity were studied and discussed by theories of composite beams in material mechanics.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Thin-Walled Structures - Volume 132, November 2018, Pages 522-536
Journal: Thin-Walled Structures - Volume 132, November 2018, Pages 522-536
نویسندگان
Tao Chen, Zhuxuan Li, Xian Wang, Guokai Yuan, Jinchao Liu,