Assessment of the brittle fracture behaviour of old mild steel structures

Author(s):  
Richard Stroetmann ◽  
Lars Sieber
ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 2451-2460
Author(s):  
Lars Sieber ◽  
Richard Stroetmann

Author(s):  
Richard Maria Stroetmann ◽  
Lars Sieber

For the rehabilitation of steel structures from the 19th and the early 20th century the brittle fracture behaviour is essential for the structural safety. The methods of the assessment used in EN 1993-1-10 were predominantly developed for welded structures made of current steel grades with more or less high toughness. The check by limitation of the plate thickness is not suitable for old mild steel structures with riveted and bolted connections. Notch effects and residual stresses are quite different to those ones of welded structures. The material properties of old mild steels are characterised by larger scatters, particularly due to the inhomogeneous distribution of tramp elements and higher contents of non-metallic inclusions. In this paper, experimental and analytical studies of the brittle fracture behaviour of mild steels as well as aging effects of structural elements with holes for riveted and bolted connections are presented.


1960 ◽  
Vol 1960 (106) ◽  
pp. a207-a213 ◽  
Author(s):  
Masao Yoshiki ◽  
Takeshi Kanazawa ◽  
Hiroshi Itagaki

2004 ◽  
Vol 70 (695) ◽  
pp. 2141-2148
Author(s):  
Isamu ODA ◽  
Andrew WILLETT ◽  
Naoki WATANABE ◽  
Mitsuharu YAMAMOTO

2017 ◽  
Vol 5 ◽  
pp. 1019-1026 ◽  
Author(s):  
Lars Sieber ◽  
Richard Stroetmann

2018 ◽  
Vol 25 (2) ◽  
pp. 85-91
Author(s):  
Jakub Kowalski ◽  
Janusz Kozak

Abstract In elements of steel structures working at low temperatures, there is a risk of appearance of brittle fracture. This risk is reduced through the use of certified materials having guaranteed strength at a given temperature. A method which is most frequently used to determine brittle fracture toughness is the Charpy impact test, preformed for a given temperature. For offshore structures intended to work in the arctic climate, the certifying institutions more and more often require Crack Tip Opening Displacement (CTOD) tests instead of conventional impact tests, especially for steel and welded joints of more than 40 mm in thickness in the case of high-strength steel, and more than 50 mm for the remaining steels. The geometry of specimens and the test procedure are standardised; however, these standards provide some margin for specimen notch depth. The paper analyses the effect of notch depth difference, within the range permitted by the standards, on the recorded CTOD values of a given material. The analysis was performed via numerical modelling of destruction of specimens with different notch geometries and further verification of the obtained numerical results in laboratory tests. The calculations were carried out at the Academic Computer Centre in Gdansk.


Sign in / Sign up

Export Citation Format

Share Document