کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
284629 509155 2015 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Structural behavior of shells with different cutouts under compression: An experimental study
ترجمه فارسی عنوان
رفتار ساختاری پوسته های با برش های مختلف تحت فشرده سازی: یک مطالعه تجربی
کلمات کلیدی
نازک دیواره، لوله های استوانه ای، فولاد، برش / باز کردن سفتفنر
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی


• Specimens with different shapes of cutout showed a unique buckling mode.
• “b” was the most important parameter in the capacity of the perforated specimens.
• For small cutouts, the buckling approached the center of the opening.
• Cutout had slightly less effect in half-cutouts in comparison with full ones.
• The height and the shape of the cutout had no significant effect on the capacity.

A considerable volume of literature is found regarding the effect of an opening in thin cylindrical shells under different loading. Among these, quite a few of the references are directly related to the cutouts along the length of the shells in the form of entrance doors. The main focus of this study is the tubes with door-shaped cutouts under axial loading. Different buckling modes as well as the effect of geometric parameters of a cutout were examined in this study. A stiffening method was also used to decrease the effect of the cutout on the capacity of such structures.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Constructional Steel Research - Volume 105, February 2015, Pages 129–137
نویسندگان
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