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Authors: Mingzhi Sun 1 ; Xiong Tang 1 and Xiaohao Wei 2

Affiliations: 1 Research Institute of Highway Ministryof Transport, Beijing 100088 and China, China ; 2 School of transportation, Southeast University, Nanjing 211189 and China, China

Keyword(s): Steel bridge; orthotropic plate; deck pavement; mechanical behavior; three-stage method.

Abstract: The mechanical analysis of the traditional orthotropic plate local model can not simulate the real deformation state of the bridge deck pavement. Therefore, this paper adopts "the whole bridge - local girder - orthotropic plate" three stage mechanics analysis method. The simulation analysis model of whole multi-tower and multi-span bridge was established to obtain the dynamic response characteristics of whole bridge and the boundary conditions of local box girder model. According to the calculation results of the local box girder model, the most adverse area of dynamic response for deck pavement was found. The local orthotropic plate composite model was established to calculate the most adverse stress, strain and interlaminar shear stress of the deck pavement. The calculated results can be used as the main technical indexes of bridge pavement materials and structural design.

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Paper citation in several formats:
Sun, M.; Tang, X. and Wei, X. (2019). Study on the Mechanical Behavior of the Deckpavement by the Whole Bridge – Local Box Girder - Orthotropic Plate Threestage Method. In Proceedings of the 2nd International Conference on Intelligent Manufacturing and Materials - ICIMM; ISBN 978-989-758-345-2, SciTePress, pages 240-245. DOI: 10.5220/0007529802400245

@conference{icimm19,
author={Mingzhi Sun. and Xiong Tang. and Xiaohao Wei.},
title={Study on the Mechanical Behavior of the Deckpavement by the Whole Bridge – Local Box Girder - Orthotropic Plate Threestage Method},
booktitle={Proceedings of the 2nd International Conference on Intelligent Manufacturing and Materials - ICIMM},
year={2019},
pages={240-245},
publisher={SciTePress},
organization={INSTICC},
doi={10.5220/0007529802400245},
isbn={978-989-758-345-2},
}

TY - CONF

JO - Proceedings of the 2nd International Conference on Intelligent Manufacturing and Materials - ICIMM
TI - Study on the Mechanical Behavior of the Deckpavement by the Whole Bridge – Local Box Girder - Orthotropic Plate Threestage Method
SN - 978-989-758-345-2
AU - Sun, M.
AU - Tang, X.
AU - Wei, X.
PY - 2019
SP - 240
EP - 245
DO - 10.5220/0007529802400245
PB - SciTePress

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