The Distortion Effect of Thin-walled Wide Hollow PC Beam Under Bridge Deck Pavement

Houxuan Wu, Juanyan Li, Hanbin Yi

Abstract

The distortion stress of thin wall hollow slab is solved by using elastic foundation beam analogy method and finite element method. The influence of the structure distortion effect on 10cm thick concrete pavement was considered. The results show that the numerical solution and the finite element method are consistent, and the finite element method is simpler and more efficient. The transverse tensile stress of calculation point 1 and 2 decreased by 13.2% and 13.6% respectively when considering the effect of deck pavement. The distortion effect causes a large transverse tensile stress on the bottom plate.

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Paper Citation


in Harvard Style

Wu H., Li J. and Yi H. (2018). The Distortion Effect of Thin-walled Wide Hollow PC Beam Under Bridge Deck Pavement .In 3rd International Conference on Electromechanical Control Technology and Transportation - Volume 1: ICECTT, ISBN 978-989-758-312-4, pages 271-275. DOI: 10.5220/0006969002710275


in Bibtex Style

@conference{icectt18,
author={Houxuan Wu and Juanyan Li and Hanbin Yi},
title={The Distortion Effect of Thin-walled Wide Hollow PC Beam Under Bridge Deck Pavement },
booktitle={3rd International Conference on Electromechanical Control Technology and Transportation - Volume 1: ICECTT,},
year={2018},
pages={271-275},
publisher={SciTePress},
organization={INSTICC},
doi={10.5220/0006969002710275},
isbn={978-989-758-312-4},
}


in EndNote Style

TY - CONF

JO - 3rd International Conference on Electromechanical Control Technology and Transportation - Volume 1: ICECTT,
TI - The Distortion Effect of Thin-walled Wide Hollow PC Beam Under Bridge Deck Pavement
SN - 978-989-758-312-4
AU - Wu H.
AU - Li J.
AU - Yi H.
PY - 2018
SP - 271
EP - 275
DO - 10.5220/0006969002710275