Finite Element Analysis and Optimization of Steel Girders with External Prestressing
نویسندگان
چکیده
منابع مشابه
Finite Element Instability Analysis of the Steel Joist of Continuous Composite Beams with Flexible Shear Connectors
Composite steel/concrete beams may buckle in hogging bending regions. As the top flange of I-beam in that arrangement is restricted from any translational deformation and twist, the web will distort during buckling presenting a phenomenon often described as restricted distortional buckling. There are limited studies available in the literature of restricted distortional buckling of composite st...
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ژورنال
عنوان ژورنال: Civil Engineering Journal
سال: 2018
ISSN: 2476-3055
DOI: 10.28991/cej-0309189