Fexibility of Bridges Built Using the Cantilever Method

[1] Bazant Z., Guang-Hua Li, Qiang Yu, Klein G., Kristek V., Explanation of Excessive Long-Time Deflections of Collapsed Record-Span Box Girder Bridge in Palau. Preliminary report, presented and distributed at the 8th International Conference on Creep and Shrinkage of Concrete. 2008 Search in Google Scholar

[2] Bažant Z., Hubler M.H., Glang Y., Excessive Creep Deflections: An Awakening. Concrete International, 8(33), 44-46. 2011 Search in Google Scholar

[3] Burdet O., Experience in the Long-Term Monitoring Bridges, 3rd fib International Congress, 2010 Search in Google Scholar

[4] Burdet O., and Badoux M., Deflection monitoring of pre-stressed concrete bridges retrofitted by external post-tensioning, IABSSE SYMPOSIUM RIO DE JANEIRO. 1999 Search in Google Scholar

[5] Kaklauskas G., Gribarnik V., Barcinskas D., Vainiunas P., Schrinkage influence on tension stiffening in concrete members, Engineering Structures 31 1305-1312 2008 Search in Google Scholar

[6] Kalny M., Soucek P., Kvasnicka V., Long-term behaviour of balanced cantilever bridges. ACEB Workshop, Corfu. 2010 Search in Google Scholar

[7] Keijer U., Long-term Deflections of Cantilever pre-stressed Concrete Bridges, IABSE, No 5. 1970 Search in Google Scholar

[8] Kristek V., Vrablik L., Hrdousek V., Causes of long-term deflections of large-span pre-stressed concrete box girders and recommendations on how to avoid those. Transactions on Transport Sciences, Volume 1, Number 3,. 2008 Search in Google Scholar

[9] Machelski C., Pisarek B., Change of the grade line of bridges constructed with cantilever concreting technology, Journal of Architecture Civil Engineering Environment, 4/2017, 2, 65-72. 2017 Search in Google Scholar

[10] Morlova D., Chiotan C.: Monolithic concrete vs precast concrete for the construction of bridge in by the cantilever method. Romanian Journal of Transport Infrastructure Vol.4, No.1 2015 Search in Google Scholar

[11] Navratil J., Zich M., Long-Term Deflections of Cantilever Segmental Bridges. The Baltic Journal of Road and Bridge Engineering. 8(3): 190-195. 2013 Search in Google Scholar

[12] Pisarek B., Analyse of the grade line and the rheological effects in the bridges constructed with cantilever method, Young Engineering Colloquium, Berlin, 66-68. 2019 Search in Google Scholar

[13] Pisarek B., Machelski C.: Estimation of rheological effects in cantilever concrete bridges on the basis of spandeflection line. Periodica Politechnica Civil Engineering. 66(1) pp. 228-234 2022 Search in Google Scholar

[14] Pisarek B. Machelski C., Rheological effects in the bridges constructed with cantilever method, Romanian Journal of Transport Infrastructure, Article No.5, Vol9, 2020, No.1 2020 Search in Google Scholar

[15] Rusch J., Stahlbeton - Spannbeton Band 2: Berücksichtigung der Einflüsse von Kriechen und Schwinden auf das Verhalten der Tragwerke. 1976 Search in Google Scholar

[16] Smith M.J., Goodyear D., A Practical Look at Creep and Shrinkage in Bridge Design, PCI Journal, May-June, 108-121. 1988 Search in Google Scholar

[17] Takacs P.F., Deflections in Concrete Cantilever Bridges: Observation and Theoretical Modelling, Doctoral Thesis, Trondheim. 2002 Search in Google Scholar

[18] Tang Man-Chung: The Story of the Koror Bridge. IABSE Bulletins 2014. Search in Google Scholar

[19] Tong T., Wendner R., Strauss A., Wang W., Yu Q., Effects of concrete creep and its randomness on long-term deflection of prestressed box grider. 4th International Symposium on Life-Cycle Civil Engineering, Tokio. 2014 Search in Google Scholar

[20] Trost H, Zur Berechnung von Stahlverbundträgern im Gebrauchszustand auf Grund neuerer Erkenntnisse des viskoelastischen Verhaltens des Betons, Der Stahlbau, 11, 321-331. 1968 Search in Google Scholar

[21] Wendner R., Tong T., Strauss A., Yu Q., A Case Study on Correlations of Axial Shortening and Deflection with Concrete Creep Asymptote in Segmentally-Erected Prestressed Box Girders, Structure and infrastructure Engineering, Januar 2015 Search in Google Scholar