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- W2227473445 abstract "This study intends to present an analytical solution of lateral-torsional buckling of an Ibeam,which is retrofitted using FRP sheets. The analytical solution is based on calculating the totalpotential energy and applying the Rayleigh-Ritz method. It is supposed that the FRP sheet can be used onanges. Therefore, two cases of retrotting are the I-beam with Top-Bottom retrofitted anges (TB) andBottom retrofitted ange Only (BO). It is also assumed that the ange and the FRP sheet are consideredas a continuous hybrid element and the Classical Lamination Theory (CLT) can be applied. Subsequently,from the energy method, sti ness parameters of retrotted sections are produced for both cases of TB andBO and the critical moment is presented for the retrotted I-beam under positive end moments. Finally,numerical consideration and a parametric study with various fiber angles in a [+=????] laminate sequenceare used for both simple and clamped beams under some typical loadings, to inspect the e ects of FRPsheets on the development of the lateral-torsional buckling capacity. Moreover, FEM results are producedfrom numerical models made up of 2D shell elements to verify the analytical solution." @default.
- W2227473445 created "2016-06-24" @default.
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- W2227473445 date "2010-07-01" @default.
- W2227473445 modified "2023-09-26" @default.
- W2227473445 title "LATERAL-TORSIONAL BUCKLING OF RETROFITTED STEEL I-BEAMS USING FRP SHEETS" @default.
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