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Journals
Applied Mathematics and Nonlinear Sciences
Volume 8 (2023): Issue 1 (January 2023)
Open Access
Mechanical behaviour of continuous girder bridge with corrugated steel webs constructed by RW
Bai Zhiping
Bai Zhiping
,
Cheng Qian
Cheng Qian
,
Wang Zhangming
Wang Zhangming
,
Liu Tiancheng
Liu Tiancheng
and
An Jin
An Jin
| Apr 29, 2022
Applied Mathematics and Nonlinear Sciences
Volume 8 (2023): Issue 1 (January 2023)
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Published Online:
Apr 29, 2022
Page range:
2231 - 2242
Received:
Oct 23, 2021
Accepted:
Nov 27, 2021
DOI:
https://doi.org/10.2478/amns.2021.2.00176
Keywords
rapid construction of ripple web
,
corrugated steel webs
,
continuous girder bridge
,
construction technology
,
finite numerical method
© 2023 Bai Zhiping et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.
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
Fig. 14
Stress analysis of temporary support