کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
309800 | 513631 | 2010 | 6 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Exact lateral–torsional buckling solutions for cantilevered beams subjected to intermediate and end transverse point loads
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: Exact lateral–torsional buckling solutions for cantilevered beams subjected to intermediate and end transverse point loads Exact lateral–torsional buckling solutions for cantilevered beams subjected to intermediate and end transverse point loads](/preview/png/309800.png)
چکیده انگلیسی
This paper presents exact stability criteria for the lateral–torsional buckling of cantilever strip beams under intermediate and end point loads. The two-dimensional stability domain is given in closed-form solutions, in terms of Bessel functions. The limit of the convex stability domain tends towards Dunkerley's line when the intermediate load approaches the tip of the cantilever. However, the Dunkerley's line is no longer appropriate when the distance between both loads is sufficiently large. An approximate set of formulas is proposed for quick estimation of the buckling load.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Thin-Walled Structures - Volume 48, Issue 1, January 2010, Pages 71–76
Journal: Thin-Walled Structures - Volume 48, Issue 1, January 2010, Pages 71–76
نویسندگان
Noël Challamel, Chien Ming Wang,