Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017)

Simulation analysis for load test of Chang pugang Bridge

Authors
Lanlin Zou, Yaohui Wu
Corresponding Author
Lanlin Zou
Available Online February 2018.
DOI
10.2991/ifeesm-17.2018.143How to use a DOI?
Keywords
loading test; simulation analysis; experimental condition
Abstract

According to Extension project construction drawing design of Chang pugang Bridge and some related files, we built the mathematical model for calculation. Also, the internal force, stress, and deformation result of the control section has been checked by referring to the current specification, and we get the numbers of loading vehicles, loading position, and loading efficiency. By comparing the effect value under loading and the calculation value based on calculation model, the results showed that the bearing capacity, rigidity and crack width of Chang pugang Bridge meet the specifications.

Copyright
© 2018, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017)
Series
Advances in Engineering Research
Publication Date
February 2018
ISBN
978-94-6252-453-8
ISSN
2352-5401
DOI
10.2991/ifeesm-17.2018.143How to use a DOI?
Copyright
© 2018, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Lanlin Zou
AU  - Yaohui Wu
PY  - 2018/02
DA  - 2018/02
TI  - Simulation analysis for load test of Chang pugang Bridge
BT  - Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017)
PB  - Atlantis Press
SP  - 760
EP  - 763
SN  - 2352-5401
UR  - https://doi.org/10.2991/ifeesm-17.2018.143
DO  - 10.2991/ifeesm-17.2018.143
ID  - Zou2018/02
ER  -