کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
10286973 | 504478 | 2005 | 9 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Prediction of fracture behavior of steel beam-to-column connections with weld defect using the SINTAP
دانلود مقاله + سفارش ترجمه
دانلود مقاله ISI انگلیسی
رایگان برای ایرانیان
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: Prediction of fracture behavior of steel beam-to-column connections with weld defect using the SINTAP Prediction of fracture behavior of steel beam-to-column connections with weld defect using the SINTAP](/preview/png/10286973.png)
چکیده انگلیسی
This paper aims to determine accurate and quick defect assessment of welded steel beam-to-column connections and to examine the effect of the different connection types and the electrode types having different toughness on their fracture behavior using the Structural Integrity Assessment Procedure (SINTAP) for European countries. The SINTAP-Level II developed for confidence in welded structures with defects is used. The procedure described in this study allows assessing the maximum crack size permitted in the welded connection under seismic loading without occurrence of brittle fracture. The results obtained from the present study agree well with those of the other studies.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 27, Issue 5, April 2005, Pages 760-768
Journal: Engineering Structures - Volume 27, Issue 5, April 2005, Pages 760-768
نویسندگان
Binnur Gören Kiral, Seçil Erim,