کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
5028654 | 1470654 | 2017 | 6 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Diagonal Versus Orthogonal Ribs in Stability of Steel I Beams
دانلود مقاله + سفارش ترجمه
دانلود مقاله ISI انگلیسی
رایگان برای ایرانیان
کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی (عمومی)
پیش نمایش صفحه اول مقاله

چکیده انگلیسی
The paper presents the numerical study of the stability of steel beams for various slenderness ratios of the web and various types of stiffening ribs. FEM analyses employing fine meshes of shell elements are conducted. Stability response of beams with transverse orthogonal ribs and longitudinally stiffened web is compared with the stability of beams with diagonal ribs. The latter ones demonstrated remarkably higher resistance to local instability of the web and astonishingly higher resistance to global instability. By the way of next numerical examples the torsional stiffness of beams with various rib configurations was evaluated. High torsional stiffness provided by diagonal ribs explained high global buckling load.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Procedia Engineering - Volume 172, 2017, Pages 172-177
Journal: Procedia Engineering - Volume 172, 2017, Pages 172-177
نویسندگان
Marcin ChybiÅski, Andrzej Garstecki,