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Fig. 1
Three-dimensional diagram of the prestressed concrete continuous girder with CSWs of Zhao-Jun Yellow River Super Large Bridge. CSW, corrugated steel webs
Fig. 2
Standard wavelength diagram of CSWs (in millimetres). CSW, corrugated steel webs
Fig. 3
Connection structure of the main bridge of Zhao-Jun Yellow River Super Large Bridge with CSWs. An inverted ‘π’ perforated steel plate is welded on the working areas, namely the n−1, n# and n+1# segment working areas. CSW, corrugated steel webs
Fig. 4
Contrast diagram of cantilever casting process by ripple web
Fig. 5
Schematic diagram of finite element model of main mid-span structure
Fig. 6
Schematic diagram of finite element model of main mid-span structure
Fig. 7
Mechanism of 1/2 Element Birth and Death method in construction using ripple web
Fig. 8
Tensile stress of CSWs along the bridge. CSW, corrugated steel webs
Fig. 9
Vertical shear stress of corrugated steel webs
Fig. 10
Maximum equivalent stress of corrugated steel webs
Fig. 11
Maximum equivalent stress of concrete slabs
Fig. 12
Vertical stress of lining concrete without vertical prestressed bars
Fig. 13
Vertical stress of lining concrete with vertical prestressed bars