Fracture toughness of old bridge steel

Eliza Mytych-Kumańska


Department of Strength of Materials and Concrete Structures; Faculty of Civil Engineering and Architecture; Kielce University of Technology (Poland)

Paweł Kossakowski


Department of Strength of Materials and Concrete Structures; Faculty of Civil Engineering and Architecture; Kielce University of Technology (Poland)
https://orcid.org/0000-0002-7827-4955

Abstract

The subject of paper is related to problems the of fracture toughness of old steel bridge which was taken from the railway bridge, that was loaded during more than 100 years. The basic problems of fracture mechanics, as well as detailed information on the procedures of determination of material fracture toughness, which were used in the steel bridge research, are presented. The results of the study, the critical values of JQ integral, defining the fracture toughness of investigated steel are discussed.


Keywords:

fracture toughness, J integral, bridges, old bridge steel

PN-EN 1993-1-10:2007 Eurokod 3: Projektowanie konstrukcji stalowych - Część 1-10: Dobór stali ze względu na odporność na kruche pękanie i ciągliwość międzywarstwową.
  Google Scholar

http://www.californiabeat.org/2009/09/05/breaking-structural-flaw-may-delay-bay-bridge-reopening.
  Google Scholar

Trąmpczyński W., Kumańska E., Dzioba I. Próba jednoosiowego rozciągania. Wyznaczenie charakterystyk odporności na pękanie. Raport z badań w ramach projektu Nr R 04 007 01, Politechnika Świętokrzyska, Kielce, 2009.
  Google Scholar

PN-88/H-04336 Metale – Metoda badania odporności na pękanie przez wyznaczanie krytycznej wartości całki J, JIC.
  Google Scholar


Published
2013-03-11

Cited by

Mytych-Kumańska, E. and Kossakowski, P. (2013) “Fracture toughness of old bridge steel”, Budownictwo i Architektura, 12(1), pp. 251–258. doi: 10.35784/bud-arch.2206.

Authors

Eliza Mytych-Kumańska 

Department of Strength of Materials and Concrete Structures; Faculty of Civil Engineering and Architecture; Kielce University of Technology Poland

Authors

Paweł Kossakowski 

Department of Strength of Materials and Concrete Structures; Faculty of Civil Engineering and Architecture; Kielce University of Technology Poland
https://orcid.org/0000-0002-7827-4955

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