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THE EFFECTS OF DEAD LOADS IN CANTILEVER CONCRETING BRIDGES Cover

THE EFFECTS OF DEAD LOADS IN CANTILEVER CONCRETING BRIDGES

Architecture, Civil Engineering, Environment
Volume 12 (2019): Issue 1 (March 2019)
By: Czesław MACHELSKI  
Open Access
|May 2019

Figures & Tables

Figure 1

Geometry of Kedzierzyn-Kozle Bridge (Poland)
Geometry of Kedzierzyn-Kozle Bridge (Poland)

Figure 2.

Scheme of a cantilever bridge section
Scheme of a cantilever bridge section

Figure 3.

Scheme of Støvset Bridge and the increase of deflections during its operation [9]
Scheme of Støvset Bridge and the increase of deflections during its operation [9]

Figure 4.

Maximum deflections of the Støvset Bridge span as a function of time [9]
Maximum deflections of the Støvset Bridge span as a function of time [9]

Figure 5.

Changes in the curvature of the Støvset bridge span in the analyzed time periods
Changes in the curvature of the Støvset bridge span in the analyzed time periods

Figure 6.

Changes in the curvature of Støvset Bridge during the smoothing process
Changes in the curvature of Støvset Bridge during the smoothing process

Figure 7.

Changes in the deflection of Støvset Bridge span during the smoothing process
Changes in the deflection of Støvset Bridge span during the smoothing process

Figure 8.

Changes in curvature and bending moments as a function of creep
Changes in curvature and bending moments as a function of creep

Figure 9.

Deflections of the Kedzierzyn-Kozle Bridge span
Deflections of the Kedzierzyn-Kozle Bridge span

Figure 10.

Curvature of the span of Kedzierzyn-Kozle Bridge during the smoothing process
Curvature of the span of Kedzierzyn-Kozle Bridge during the smoothing process

Figure 11.

Stresses on the top (G) and bottom (D) edges of the bridge span from Figure 1
Stresses on the top (G) and bottom (D) edges of the bridge span from Figure 1

Geometric characteristics of cantilever concreting bridges built in Poland

NoLocation G [m] ω [‰] L [m]
1Grudziądz11740.848180
2Płock - projekt12970.937148.6*
3Brzeg Dolny11890.859140
4Kędzierzyn-Koźle17961.297140
5Kraków15831.143132
6Łany k. Wrocławia11870.857120
7Milówka k. Wisły10590.76582
DOI: https://doi.org/10.21307/acee-2019-010 | Journal eISSN: 2720-6947 | Journal ISSN: 1899-0142
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Language: English
Page range: 109 - 120
Submitted on: Sep 10, 2018
Accepted on: Dec 12, 2018
Published on: May 20, 2019
Published by: Silesian University of Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
Cantilever bridge,
Long-term deflection,
Internal force
Related subjects:
Architecture and design,
Architecture,
Architects, buildings

© 2019 Czesław MACHELSKI, published by Silesian University of Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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