A study on ductility of high strength steel bridge girder

H. S. Joo, S. H. Cha, Hak Eun Lee, B. H. Choi

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

It is possible to apply the high-performance steels(HPS) to practical design not only light weight structures but also simple structures with simple weld details. However, from the results of previous researchers, it is found that the ductility of girder with HPS is reduced due to the increasing of yielding stress. Thus, the study on method to guarantee the proper ductility of girder with HPS is necessary. This paper investigates the flexural ductility of I-girders in negative moment region with HSB800(F y=680MPa). The flexural strengths of bridge girder which assumed to be made by using 800MPa class high performance steel are evaluated based on AASHTO LRFD design code. The results are compared with those from finite element analyses. Parametric studies are conducted in this study then the effects of yielding stress on ductility are finally discussed.

Original languageEnglish
Title of host publicationBridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management
Pages2839-2843
Number of pages5
Publication statusPublished - 2010 Dec 1
Event5th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2010 - Philadelphia, PA, United States
Duration: 2010 Jul 112010 Jul 15

Other

Other5th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2010
CountryUnited States
CityPhiladelphia, PA
Period10/7/1110/7/15

Fingerprint

Steel bridges
High strength steel
Ductility
Steel
Light weight structures
Beams and girders
Bending strength
Welds

ASJC Scopus subject areas

  • Safety, Risk, Reliability and Quality
  • Building and Construction

Cite this

Joo, H. S., Cha, S. H., Lee, H. E., & Choi, B. H. (2010). A study on ductility of high strength steel bridge girder. In Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management (pp. 2839-2843)

A study on ductility of high strength steel bridge girder. / Joo, H. S.; Cha, S. H.; Lee, Hak Eun; Choi, B. H.

Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management. 2010. p. 2839-2843.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Joo, HS, Cha, SH, Lee, HE & Choi, BH 2010, A study on ductility of high strength steel bridge girder. in Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management. pp. 2839-2843, 5th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2010, Philadelphia, PA, United States, 10/7/11.
Joo HS, Cha SH, Lee HE, Choi BH. A study on ductility of high strength steel bridge girder. In Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management. 2010. p. 2839-2843
Joo, H. S. ; Cha, S. H. ; Lee, Hak Eun ; Choi, B. H. / A study on ductility of high strength steel bridge girder. Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management. 2010. pp. 2839-2843
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