Cases of failure of bridge structures during the process of pre-stressing

Juliusz Cieśla; Mirosław Biskup; Łukasz Topczewski; Marian Skawiński

doi:10.7409/rabdim.017.002

Published: 2017-03-28

Vol. 16 No. 1 (2017)

Cases of failure of bridge structures during the process of pre-stressing

Juliusz Cieśla , Mirosław Biskup , Łukasz Topczewski , Marian Skawiński

Section: Articles

https://doi.org/10.7409/rabdim.017.002

Abstract

The paper describes two typical cases of failure of pre-stressing cables during the construction of concrete bridges in Poland. In both cases failure occurred during the tensioning of cables and consisted of the sudden loosening of the cables as well as a destruction of the concrete in the zone under the curvilinear section of a cable. Based on a review of documentation, especially the drawings of zones of failures, and also finite element analysis, it can be concluded that the structure did not have enough reinforcement bars to transfer the tensile forces occurring on the inner curvature of the cables. Therefore, the tensile stresses occurring in these places were only transferred by the concrete. This is contrary to the basic principle of reinforced concrete, which states that tensile forces should be transferred by the reinforcement and compressive forces should be withstood by concrete.

Keywords:

concrete bridges, execution, failures, pre-stressing cables.

Most read articles by the same author(s)

Łukasz Topczewski, Juliusz Cieśla, Assessment of load bearing capacity of reinforced concrete bridge on the base of NDT results , Roads and Bridges - Drogi i Mosty: Vol. 13 No. 2 (2014)
Łukasz Topczewski, Guidelines for the application of ground penetrating radar (GPR) to inspection of concrete bridges – reflection mode , Roads and Bridges - Drogi i Mosty: Vol. 11 No. 4 (2012)
Mieczysław Rybak, Marian Skawiński, Calculation of crossing ability of 14-axles lorries over bridges designed according to various standards , Roads and Bridges - Drogi i Mosty: Vol. 2 No. 1 (2003)
Juliusz Cieśla, Mirosław Biskup, Marian Skawiński, Experimental analysis of stiffness of pre-tensioned concrete bridge beams , Roads and Bridges - Drogi i Mosty: Vol. 8 No. 1 (2009)
Mirosław Biskup, Jan Skawiński, Performance of type "T" prestressed concrete beams with limestone aggregate under long- and short-term loading , Roads and Bridges - Drogi i Mosty: Vol. 23 No. 3 (2024)

Download files

PDF

Citation rules

Cieśla, J., Biskup, M., Topczewski, Łukasz, & Skawiński, M. (2017). Cases of failure of bridge structures during the process of pre-stressing. Roads and Bridges - Drogi I Mosty, 16(1), 15–35. https://doi.org/10.7409/rabdim.017.002

Cited by / Share

References

Cieśla J., Fordoński K.: Awaria kabla sprężającego i projekt naprawy estakady w węźle Ostrobramska w Warszawie. Drogownictwo, LXII, 12, 2007, 388-392
Google Scholar

PN EN 1992-1-1 Eurokod 2: Projektowanie konstrukcji z betonu - Część 1-1: Reguły ogólne dla budynków
Google Scholar

PN EN 1992-2 Eurokod 2: Projektowanie konstrukcji z betonu - Część 2: Mosty betonowe. Projektowanie i szczegółowe zasady
Google Scholar

Ruan X., Shi X., Li X.: Failure analysis of tendon on bottom slab of a pre-stressed concrete box gird bridge during construction. Engineering Failure Analysis, 25, 2012, 291-303
Google Scholar

Biliszczuk J.: Most MA 532 w ciągu autostrady A1 w Mszanie. Historia budowy. Wrocławskie Dni Mostowe, Wrocław, 2013
Google Scholar

PN-85/S-10030 Obiekty mostowe - Obciążenia
Google Scholar

PN-91/S-10042 Obiekty mostowe - Konstrukcje betonowe, żelbetowe i sprężone. Projektowanie
Google Scholar

AASHTO. LFRD bridge design specification, 3^rd ed. Washington (DC), AASHTO, 2004
Google Scholar

Juliusz Cieśla

jciesla@ibdim.edu.pl

Affiliation:

Road and Bridge Research Institute, Instytutowa 1, 03-302 Warsaw, Poland

Mirosław Biskup

Affiliation:

Road and Bridge Research Institute, Kielce Branch, ul. Chorzowska 28, 25-401 Kielce, Poland

Łukasz Topczewski

Affiliation:

Road and Bridge Research Institute, Instytutowa 1, 03-302 Warsaw, Poland

Marian Skawiński

Affiliation:

Road and Bridge Research Institute, Kielce Branch, ul. Chorzowska 28, 25-401 Kielce, Poland

Cases of failure of bridge structures during the process of pre-stressing

Abstract

Keywords:

Similar Articles

Most read articles by the same author(s)

Downloads

Juliusz Cieśla

Mirosław Biskup

Łukasz Topczewski

Marian Skawiński