Localized bending fatigue behavior of high-strength steel monostrands

Publication: Research - peer-reviewArticle in proceedings – Annual report year: 2012

Standard

Localized bending fatigue behavior of high-strength steel monostrands. / Winkler, Jan; Fischer, Gregor; Georgakis, Christos T.

Proceedings of 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS). Italy, 2012. p. 3992-3999.

Publication: Research - peer-reviewArticle in proceedings – Annual report year: 2012

Harvard

Winkler, J, Fischer, G & Georgakis, CT 2012, 'Localized bending fatigue behavior of high-strength steel monostrands'. in Proceedings of 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS). Italy, pp. 3992-3999.

APA

Winkler, J., Fischer, G., & Georgakis, C. T. (2012). Localized bending fatigue behavior of high-strength steel monostrands. In Proceedings of 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS). (pp. 3992-3999). Italy.

CBE

Winkler J, Fischer G, Georgakis CT. 2012. Localized bending fatigue behavior of high-strength steel monostrands. In Proceedings of 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS). Italy. pp. 3992-3999.

MLA

Winkler, Jan, Gregor Fischer, and Christos T. Georgakis "Localized bending fatigue behavior of high-strength steel monostrands". Proceedings of 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS). Italy. 2012. 3992-3999.

Vancouver

Winkler J, Fischer G, Georgakis CT. Localized bending fatigue behavior of high-strength steel monostrands. In Proceedings of 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS). Italy. 2012. p. 3992-3999.

Author

Winkler, Jan; Fischer, Gregor; Georgakis, Christos T. / Localized bending fatigue behavior of high-strength steel monostrands.

Proceedings of 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS). Italy, 2012. p. 3992-3999.

Publication: Research - peer-reviewArticle in proceedings – Annual report year: 2012

Bibtex

@inbook{da66d4678b77490da8447c617c3ae298,
title = "Localized bending fatigue behavior of high-strength steel monostrands",
author = "Jan Winkler and Gregor Fischer and Georgakis, {Christos T.}",
year = "2012",
isbn = "978-0-415-62124-3",
pages = "3992-3999",
booktitle = "Proceedings of 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS)",

}

RIS

TY - GEN

T1 - Localized bending fatigue behavior of high-strength steel monostrands

A1 - Winkler,Jan

A1 - Fischer,Gregor

A1 - Georgakis,Christos T.

AU - Winkler,Jan

AU - Fischer,Gregor

AU - Georgakis,Christos T.

CY - Italy

PY - 2012

Y1 - 2012

N2 - In this paper, the localized bending fatigue behavior of pretensioned high strength steel monostrands is investigated. Furthermore, a new methodology using an optical photogrammetry system, which can quantify surface deformations on the strand is presented. The system allows measurement of the strain distribution in the strand and helps in identifying potential failure mechanisms along the strand and at the wedge location. Initial analysis of the deformations shows that the bending fatigue behavior of the monostrand may be controlled either by local bending deformations or by relative displacement (opening/closing and sliding) of the helically wound wires. Moreover, the results are a step towards understanding the bending fatigue damage mechanisms of monostrand cables.

AB - In this paper, the localized bending fatigue behavior of pretensioned high strength steel monostrands is investigated. Furthermore, a new methodology using an optical photogrammetry system, which can quantify surface deformations on the strand is presented. The system allows measurement of the strain distribution in the strand and helps in identifying potential failure mechanisms along the strand and at the wedge location. Initial analysis of the deformations shows that the bending fatigue behavior of the monostrand may be controlled either by local bending deformations or by relative displacement (opening/closing and sliding) of the helically wound wires. Moreover, the results are a step towards understanding the bending fatigue damage mechanisms of monostrand cables.

SN - 978-0-415-62124-3

BT - Proceedings of 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS)

T2 - Proceedings of 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS)

SP - 3992

EP - 3999

ER -