Proceedings of the 2015 International Conference on Material Science and Applications

Reinforced Concrete Sewer Pipes used for Jacking Construction of Experimental Research and Finite Element Analysis

Authors
Yan-Min Yang, Run-Tao Zhang, Bo Qu
Corresponding Author
Yan-Min Yang
Available Online June 2014.
DOI
https://doi.org/10.2991/icmsa-15.2015.46How to use a DOI?
Keywords
Jacking Construction Method, Reinforced Concrete Sewer Pipes, External Pressure Load, Finite Element.
Abstract
This paper reinforced jacking construction method, which used reinforced concrete sewer pipes to conduct the external pressure load test, and the cracking load and the failure load of reinforced concrete sewer pipes were tested, and its local and overall deformation under different load levels. At the same time, we conducted the nonlinear compute of reinforced concrete sewer pipes by the finite element analysis software ABAQUS, theoretical simulation and test results were contrasted analysis, and jacking construction method, which used reinforced concrete sewer pipes, was comprehened evaluation in construction quality, mechanical behavior and failure mode, which can provide theoretical basis for practical engineering application.
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Proceedings
2015 International Conference on Material Science and Applications (icmsa-15)
Part of series
Advances in Physics Research
Publication Date
June 2014
ISBN
978-94-62520-75-2
ISSN
2352-541X
DOI
https://doi.org/10.2991/icmsa-15.2015.46How to use a DOI?
Open Access
This is an open access article distributed under the CC BY-NC license.

Cite this article

TY  - CONF
AU  - Yan-Min Yang
AU  - Run-Tao Zhang
AU  - Bo Qu
PY  - 2014/06
DA  - 2014/06
TI  - Reinforced Concrete Sewer Pipes used for Jacking Construction of Experimental Research and Finite Element Analysis
BT  - 2015 International Conference on Material Science and Applications (icmsa-15)
PB  - Atlantis Press
SP  - 246
EP  - 251
SN  - 2352-541X
UR  - https://doi.org/10.2991/icmsa-15.2015.46
DO  - https://doi.org/10.2991/icmsa-15.2015.46
ID  - Yang2014/06
ER  -