Dynamic Vehicle-Impact Analysis of U-Channel Segmental Concrete Bridges
Auteur(s): |
Dong-Ho Choi
Ho-Sung Na Gwang-Won Lee |
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Médium: | papier de conférence |
Langue(s): | anglais |
Conférence: | IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009 |
Publié dans: | IABSE Symposium Bangkok 2009 |
Page(s): | 39-40 |
Année: | 2009 |
DOI: | 10.2749/222137809796088215 |
Abstrait: |
A U-channel segmental concrete bridge has the advantages of reducing dead load and acting as a guard fence. It is necessary to analyze the behaviors of U-channel segmental concrete bridges and identify dynamic characteristics under vehicle-impact loading because they collapse when the edge beams have ruptured. In this study, static and dynamic vehicle-impact analyses were carried out for evaluating the safety of U-channel segmental concrete bridges under vehicle impact loading based on the AASHTO LRFD Specification (2007). Stresses and displacement from vehicle impact on a U-channel segmental bridge were analyzed. In addition, velocity and acceleration histories of vehicles were investigated. |
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10296797 - Publié(e) le:
06.02.2019 - Modifié(e) le:
21.05.2021