کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
266678 504371 2014 12 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
An efficient geometrically exact beam element for composite columns and its application to concrete encased steel I-sections
ترجمه فارسی عنوان
یک عنصر پرتو دقیق هندسی دقیق برای ستون های کامپوزیت و کاربرد آن در بخش های فولادی بتونی
کلمات کلیدی
عناصر محدود عنصر دقیق پرتوهای هندسی، ستون کامپوزیت خم شدن یورو کد 4
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی


• A geometrically exact 2D beam element for composite columns is proposed and validated.
• The element is computationally efficient and complies with the principles of the general method of Eurocode 4.
• The buckling behaviour of concrete encased steel I-section columns is investigated.
• The influence of the equivalent member imperfections and the concrete material law is assessed.

In this paper, a computationally efficient geometrically exact and materially non-linear 2D Euler–Bernoulli beam finite element is proposed, which is capable of accurately capturing the buckling behaviour of steel–concrete composite columns and complies with the principles of the general method of Eurocode 4 (EC4) (EN 1994-1-1:2004, 2004). The element is easy to implement and, due to the Euler–Bernoulli constraint, only requires uniaxial material laws for both steel and concrete. The element is subsequently employed to investigate the buckling behaviour of partially and fully concrete encased steel I-section uniformly compressed columns. In particular, the results of a parametric study are presented and discussed, aiming at assessing the influence of the equivalent member imperfections and the concrete material law, in order to provide recommendations concerning their use in non-linear analysis according to the general method of EC4.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 75, 15 September 2014, Pages 213–224
نویسندگان
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