کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
11001326 | 1432060 | 2018 | 10 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Improved shear strength design of cold-formed steel connection with single self-piercing rivet
ترجمه فارسی عنوان
بهبود طراحی مقاومت برشی اتصالات فولادی سرد با تک نفوذ نفوذ
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کلمات کلیدی
تکنیک ناخن خودکاری سازه های فولادی نازک دیواره، اموال برشی، استاندارد ارزیابی کیفیت، روش طراحی،
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
چکیده انگلیسی
In order to introduce self-piercing rivet (SPR) technique to component connections of thin-walled steel structures, 78 SPR joints were tested to evaluate their quality and the shear strength. Parameters included in this test program were the sheet thickness, and the rivet. Based on test results, the research developed an empirical formula between the combination thicknesses of sheet and rivet length, and proposed quality evaluation standard of SPR connections and a new design method of shear strength. The test results showed that sheet thickness and sheet thickness ratio had a great effect on failure mode, and rivet length was a key factor on shear properties of SPR connections. The proposed quality evolution standard and design calculation method of shear strength in this paper had certain reasonability and reliability.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Thin-Walled Structures - Volume 131, October 2018, Pages 708-717
Journal: Thin-Walled Structures - Volume 131, October 2018, Pages 708-717
نویسندگان
Zhiqiang Xie, Weiming Yan, Cheng Yu, Tingting Mu, Linlin Song,