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- W80723784 abstract "The thin web panels of plate girders often need to be reinforced with transverse stiffeners to increase the shear strength. Since early 1960s, extensive researches have been conducted on the ultimate shear strength of plate girder webs with transverse stiffeners. These results have been first adopted into AASHTO(1970) and British Standard(1983) Specifications for the determination of the ultimate shear strength of transversely stiffened web panels. Although the main purposes of reinforcing web panels with longitudinal stiffeners are to increase the buckling strength and to control the lateral deflections due to bending, it has been reported that the longitudinal stiffeners increase the shear strength. However lack of studies has kept the effects of the longitudinal stiffeners on the ultimate shear strength from the design of plate girder web panels. In the present study an experimental investigation is carried out in order to assess the increment of the ultimate shear strength of shear web panels due to the longitudinal stiffeners and the results are compared with the existing failure theories." @default.
- W80723784 created "2016-06-24" @default.
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- W80723784 date "1999-01-01" @default.
- W80723784 modified "2023-09-24" @default.
- W80723784 title "Experimental Study on Ultimate Shear Behaviour of Longitudinally Stiffened Plate Girder Web Panels" @default.
- W80723784 hasPublicationYear "1999" @default.
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