کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
268073 504423 2011 13 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Theoretical behavior of HSC sections under torsion
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
Theoretical behavior of HSC sections under torsion
چکیده انگلیسی

The main purpose of this study is to propose a simple computational computing procedure in order to predict the global behavior of high-strength concrete beams under pure torsion.A computational procedure was developed and validated for normal-strength concrete beams and presented in a previous study. This procedure is revised and corrected in this article so that high-strength concrete beams can also be covered. Theoretical predictions are compared to some experimental results available in the literature.It is shown that the proposed computing procedure gives good predictions for the global behavior of high-strength concrete beams with hollow rectangle cross sections under pure torsion.


► Proposal of a simple computational computing procedure for beams under torsion.
► The global behavior of high-strength concrete beams under pure torsion is covered.
► The computational procedure was adapted from that for NSC beams.
► Theoretical results were compared with experimental results.
► The proposed computing procedure gave good results.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 33, Issue 12, December 2011, Pages 3702–3714
نویسندگان
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