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International Journal of Engineering، جلد ۱۲، شماره ۱، صفحات ۱-۱۲
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| عنوان فارسی |
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| چکیده فارسی مقاله |
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| کلیدواژه‌های فارسی مقاله |
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| عنوان انگلیسی |
Elastic Initial and Post-local Buckling of Profiled through Girders |
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| چکیده انگلیسی مقاله |
An experiment investigating the elastic local buckling response of trough girders composed of thin profiled steel sheeting has been undertaken Beam tests were performed to promote initial local buckling in a region of constant moment in the elastic range of structural response. The results of the experiments were compared with an elastic complex semi-analytical finite strip method of analysis, and acceptable correlation was obtained. The post-local buckling behavior was monitored in the experiments, and this response showed good agreement with a nonlinear finite strip method developed elsewhere. |
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| کلیدواژه‌های انگلیسی مقاله |
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| نویسندگان مقاله |
M. A. Bradford |
, University of New South Wales
M. Azhari |
Civil Engineering, Isfahan University of Technology
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| نشانی اینترنتی |
http://www.ije.ir/article_71218_e12ac68cad8de54f94bafc6a680c5936.pdf |
| فایل مقاله |
اشکال در دسترسی به فایل - ./files/site1/rds_journals/409/article-409-2417356.pdf |
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| زبان مقاله منتشر شده |
en |
| موضوعات مقاله منتشر شده |
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