LOCAL BUCKLING AND WIDTH-THICKNESS RATIO IN FLANGE OF CURVED I-GIRDERS
نویسندگان
چکیده
منابع مشابه
Elastic Initial and Post-local Buckling of Profiled through Girders
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, ...
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Geometric and material nonlinear behavior of slender webs in I-column girders having stocky flanges under the action of combined lateral and axial loads is investigated. Interaction curves corresponding to the application of compressive and shear loads at buckling and ultimate stages for both web plates and column sections are plotted. In addition, the effects of flange and web slenderness rati...
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چکیده ندارد.
15 صفحه اولbuckling and failure characteristics of slender web i-column girders under interactive compression and shear
geometric and material nonlinear behavior of slender webs in i-column girders having stocky flanges under the action of combined lateral and axial loads is investigated. interaction curves corresponding to the application of compressive and shear loads at buckling and ultimate stages for both web plates and column sections are plotted. in addition, the effects of flange and web slenderness rati...
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ژورنال
عنوان ژورنال: Doboku Gakkai Ronbunshu
سال: 1987
ISSN: 0289-7806,1882-7187
DOI: 10.2208/jscej.1987.386_339