Case study of damage of pc bridge by vehicle collision and its numerical analysis

Hiroki Tamai, Seongbong Cheon, Satoshi Goya, Yoshimi Sonoda

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

Abstract

Accidental collisions occur frequently between bridge superstructures and over-height vehicles passing under the bridges. In order to keep the damaged bridge in a serviceable state, it is important to conduct quantitative evaluation of its damage level and residual performance. In this study, we performed FE simulation of an actual collision accident between PC girder and container truck, and confirmed that the simulation reproduced the condition of damage from the actual incident such as cracks and deformation. In addition, we conducted the collision analyses assuming various collision cases and also static vertical loading analyses of PC girder received collision. The analyses elucidate the effect of collision speed, collision angle, gross vehicle weight on the damage of PC girder. Based on results of each analysis, the correlation of damage and residual performance is assessed.

Original languageEnglish
Title of host publication10th International Conference on Shock and Impact Loads on Structures 2013
PublisherCI-Premier Pte Ltd
Pages451-460
Number of pages10
ISBN (Print)9789810760694
Publication statusPublished - Jan 1 2013
Event10th International Conference on Shock and Impact Loads on Structures - Singapore, Singapore
Duration: Nov 25 2013Nov 26 2013

Publication series

Name10th International Conference on Shock and Impact Loads on Structures 2013

Other

Other10th International Conference on Shock and Impact Loads on Structures
CountrySingapore
CitySingapore
Period11/25/1311/26/13

Fingerprint

Numerical analysis
Trucks
Containers
Accidents
Cracks

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction

Cite this

Tamai, H., Cheon, S., Goya, S., & Sonoda, Y. (2013). Case study of damage of pc bridge by vehicle collision and its numerical analysis. In 10th International Conference on Shock and Impact Loads on Structures 2013 (pp. 451-460). (10th International Conference on Shock and Impact Loads on Structures 2013). CI-Premier Pte Ltd.

Case study of damage of pc bridge by vehicle collision and its numerical analysis. / Tamai, Hiroki; Cheon, Seongbong; Goya, Satoshi; Sonoda, Yoshimi.

10th International Conference on Shock and Impact Loads on Structures 2013. CI-Premier Pte Ltd, 2013. p. 451-460 (10th International Conference on Shock and Impact Loads on Structures 2013).

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

Tamai, H, Cheon, S, Goya, S & Sonoda, Y 2013, Case study of damage of pc bridge by vehicle collision and its numerical analysis. in 10th International Conference on Shock and Impact Loads on Structures 2013. 10th International Conference on Shock and Impact Loads on Structures 2013, CI-Premier Pte Ltd, pp. 451-460, 10th International Conference on Shock and Impact Loads on Structures, Singapore, Singapore, 11/25/13.
Tamai H, Cheon S, Goya S, Sonoda Y. Case study of damage of pc bridge by vehicle collision and its numerical analysis. In 10th International Conference on Shock and Impact Loads on Structures 2013. CI-Premier Pte Ltd. 2013. p. 451-460. (10th International Conference on Shock and Impact Loads on Structures 2013).
Tamai, Hiroki ; Cheon, Seongbong ; Goya, Satoshi ; Sonoda, Yoshimi. / Case study of damage of pc bridge by vehicle collision and its numerical analysis. 10th International Conference on Shock and Impact Loads on Structures 2013. CI-Premier Pte Ltd, 2013. pp. 451-460 (10th International Conference on Shock and Impact Loads on Structures 2013).
@inproceedings{986b6a3a223a4d6fbbd6683ebb42a984,
title = "Case study of damage of pc bridge by vehicle collision and its numerical analysis",
abstract = "Accidental collisions occur frequently between bridge superstructures and over-height vehicles passing under the bridges. In order to keep the damaged bridge in a serviceable state, it is important to conduct quantitative evaluation of its damage level and residual performance. In this study, we performed FE simulation of an actual collision accident between PC girder and container truck, and confirmed that the simulation reproduced the condition of damage from the actual incident such as cracks and deformation. In addition, we conducted the collision analyses assuming various collision cases and also static vertical loading analyses of PC girder received collision. The analyses elucidate the effect of collision speed, collision angle, gross vehicle weight on the damage of PC girder. Based on results of each analysis, the correlation of damage and residual performance is assessed.",
author = "Hiroki Tamai and Seongbong Cheon and Satoshi Goya and Yoshimi Sonoda",
year = "2013",
month = "1",
day = "1",
language = "English",
isbn = "9789810760694",
series = "10th International Conference on Shock and Impact Loads on Structures 2013",
publisher = "CI-Premier Pte Ltd",
pages = "451--460",
booktitle = "10th International Conference on Shock and Impact Loads on Structures 2013",

}

TY - GEN

T1 - Case study of damage of pc bridge by vehicle collision and its numerical analysis

AU - Tamai, Hiroki

AU - Cheon, Seongbong

AU - Goya, Satoshi

AU - Sonoda, Yoshimi

PY - 2013/1/1

Y1 - 2013/1/1

N2 - Accidental collisions occur frequently between bridge superstructures and over-height vehicles passing under the bridges. In order to keep the damaged bridge in a serviceable state, it is important to conduct quantitative evaluation of its damage level and residual performance. In this study, we performed FE simulation of an actual collision accident between PC girder and container truck, and confirmed that the simulation reproduced the condition of damage from the actual incident such as cracks and deformation. In addition, we conducted the collision analyses assuming various collision cases and also static vertical loading analyses of PC girder received collision. The analyses elucidate the effect of collision speed, collision angle, gross vehicle weight on the damage of PC girder. Based on results of each analysis, the correlation of damage and residual performance is assessed.

AB - Accidental collisions occur frequently between bridge superstructures and over-height vehicles passing under the bridges. In order to keep the damaged bridge in a serviceable state, it is important to conduct quantitative evaluation of its damage level and residual performance. In this study, we performed FE simulation of an actual collision accident between PC girder and container truck, and confirmed that the simulation reproduced the condition of damage from the actual incident such as cracks and deformation. In addition, we conducted the collision analyses assuming various collision cases and also static vertical loading analyses of PC girder received collision. The analyses elucidate the effect of collision speed, collision angle, gross vehicle weight on the damage of PC girder. Based on results of each analysis, the correlation of damage and residual performance is assessed.

UR - http://www.scopus.com/inward/record.url?scp=84903118839&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84903118839&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:84903118839

SN - 9789810760694

T3 - 10th International Conference on Shock and Impact Loads on Structures 2013

SP - 451

EP - 460

BT - 10th International Conference on Shock and Impact Loads on Structures 2013

PB - CI-Premier Pte Ltd

ER -