Abstract
| Language | English |
|---|---|
| Title of host publication | International Association for Bridge and Structural Engineering(IABSE) Conference, 6-8 May 2013, Rotterdam, The Netherlands |
| Place of Publication | Rotterdam |
| Pages | 1571-1578 |
| State | Published - 2013 |
| Event | conference; International Association for Bridge and Structural Engineering; 2013-05-06; 2013-05-08 - Duration: 6 May 2013 → 8 May 2013 |
Conference
| Conference | conference; International Association for Bridge and Structural Engineering; 2013-05-06; 2013-05-08 |
|---|---|
| Period | 6/05/13 → 8/05/13 |
| Other | International Association for Bridge and Structural Engineering |
Fingerprint
Cite this
}
Crack growth prediction of deck plate-stiffener joints in orthotropic steel bridge decks. / Maljaars, J.; Gration, D.; Vonk, E.; Dooren, van, F.
International Association for Bridge and Structural Engineering(IABSE) Conference, 6-8 May 2013, Rotterdam, The Netherlands. Rotterdam, 2013. p. 1571-1578.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Academic › peer-review
TY - GEN
T1 - Crack growth prediction of deck plate-stiffener joints in orthotropic steel bridge decks
AU - Maljaars,J.
AU - Gration,D.
AU - Vonk,E.
AU - Dooren, van,F.
PY - 2013
Y1 - 2013
N2 - Orthotropic deck structures are used in many steel bridges. Due to the typical detailing applied as around 1970, a significant number of deck structures constructed in that period suffer from fatigue damage. In many countries cracks have been detected, in particular in the weld between the deck plate and the trapezoidal stiffener. These cracks tend to grow relatively slowly, but are difficult to detect in an early stage because they initiate from inside of the trapezoidal stiffener. This paper presents a model with which the growth of these cracks can be predicted. The model is aimed at the growth rate prediction of through-thickness cracks that can be detected by visual inspection. Stresses are extracted from a detailed finite element model of the entire deck. A second, local finite element model including the crack is used as the basis of a fracture mechanics model. The growth rate determined with the model is calibrated and validated with measured cracks in various bridges.
AB - Orthotropic deck structures are used in many steel bridges. Due to the typical detailing applied as around 1970, a significant number of deck structures constructed in that period suffer from fatigue damage. In many countries cracks have been detected, in particular in the weld between the deck plate and the trapezoidal stiffener. These cracks tend to grow relatively slowly, but are difficult to detect in an early stage because they initiate from inside of the trapezoidal stiffener. This paper presents a model with which the growth of these cracks can be predicted. The model is aimed at the growth rate prediction of through-thickness cracks that can be detected by visual inspection. Stresses are extracted from a detailed finite element model of the entire deck. A second, local finite element model including the crack is used as the basis of a fracture mechanics model. The growth rate determined with the model is calibrated and validated with measured cracks in various bridges.
M3 - Conference contribution
SP - 1571
EP - 1578
BT - International Association for Bridge and Structural Engineering(IABSE) Conference, 6-8 May 2013, Rotterdam, The Netherlands
CY - Rotterdam
ER -