Mechanical Behavior Analysis of Steel Pipe Pile Construction Platform Underthe Coupling Action of the Typhon and Wave Loads
[1]LI Shengli,HU Yanan,WANG Dongwei.Mechanical Behavior Analysis of Steel Pipe Pile Construction Platform Underthe Coupling Action of the Typhon and Wave Loads[J].Journal of Zhengzhou University (Engineering Science),2014,35(06):82-85.[doi:10.3969/j.issn.1671 -6833.2014.06.020]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
35卷
Number of periods:
2014 06
Page number:
82-85
Column:
Public date:
2014-11-25
- Title:
- Mechanical Behavior Analysis of Steel Pipe Pile Construction Platform Underthe Coupling Action of the Typhon and Wave Loads
- Keywords:
- steel pipe pile; Beilei beam; lyphoon; wave load; finite element
- CLC:
- U445.4
- DOI:
- 10.3969/j.issn.1671 -6833.2014.06.020
- Abstract:
- The seeurity issues of construetion steel treslle and sealfold platforms for the eross channel bridge ofYangjiang nuclear power under the coupling aetion of the typhon and wave loads are researched. The finite el.ement model about construetion steel trestle and seaffold platforms is built with ANSYS software and the me-chanieal behavior is ealeulated. The results show that the stability of the platform and the strength of the steelpipe pile meet the requirements under three kinds of loading eombinations. Under the eombined effeet of theextreme wind and wave forees , the deformation of the platform is not too much, but the support of both sides olthe steel pipe pile is not enough and the stability is worse.
- References:
- -
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