2009 | OriginalPaper | Buchkapitel
Deflection Analysis of Pretensioned Inverted T-Beam with Circular Web Openings Strengthened with GFRP by Response Surface Method
verfasst von : Hock Tian Cheng, Bashar S. Mohammed, Kamal Nasharuddin Mustapha
Erschienen in: Computational Structural Engineering
Verlag: Springer Netherlands
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The experimental program reported in this paper tested three inverted-tee girders with circular web openings strengthened with GFRP to failure to evaluate the openings' effect on girder behavior. Parametric study using response surface methodology through finite element analysis may form efficient approximation to deflection.