Finite Element Analysis of Sheet Pile Wharf with Separated Relieving Platform

Jie Jing An; Xing Chen; Fei Wu

doi:10.4028/www.scientific.net/AMM.744-746.137

Paper Titles

Experimental Study on the Concrete Performance Corroded by Different Salts under the Condition of Freezing-Thawing Cycles
p.118

Experimental Study on the Hysteretic Performance of H-Beam to Square Tubular Column Connections with Diaphragm-Through
p.122

Experimental Tests of Historic Bent Timber Elements Reinforced with Steel Hoop and Mortise-Tendon Joint
p.129

Failure Mechanisms of Stone Masonry Dome
p.133

Finite Element Analysis of Sheet Pile Wharf with Separated Relieving Platform
p.137

Finite Element Analysis on Impact Factors of Castellated Steel Reinforced High Strength Concrete Beams
p.141

Fire Test on Two-Way Slab with Two Edges Clamped and Two Edges Simply Supported
p.148

Fracture Analysis of Welded Steel Connections in Pre-Crack Condition
p.152

Free Vibration Analysis of Two Types of Conical Springs
p.157

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746Finite Element Analysis of Sheet Pile Wharf with...

Finite Element Analysis of Sheet Pile Wharf with Separated Relieving Platform

Abstract:

This paper adopts finite element software ABAQUS to simulate the sheet pile wharf with separated relieving platform. Referred to the centrifugal test by Nanjing Hydraulic Research Institute, based on proper simplification and assumption, operating mechanism and characteristics of sheet pile wharf with separated relieving platform are researched from a new angle. Besides, main influence factors are chosen for further analysis, which provides a reference for designing calculation and optimization of sheet pile wharf with separated relieving platform.

You might also be interested in these eBooks

Advances in Civil Engineering and Transportation IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

137-140

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.137

Citation:

Cite this paper

Online since:

March 2015

Authors:

Jie Jing An*, Xing Chen, Fei Wu

Keywords:

Finite Element, Separated Relieving Platform, Sheet Pile Wharf

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Tsinker, G.P. Handbook of Port and Harbor Engineering: Geotechnical and Structural Aspects [M]. ITP International Thomson Publishing, Chapman & Hall Press, (1997).

Google Scholar

[2] Ohde, J. Sur Theorie des Erddruckes Unter Besonderer Berucksichtingung[J]. der Erddruekvereiling. Bouteehnick, 2001(11): 10-54.

Google Scholar

[3] Zienkiewicz, O.C. The Finite Element Method[M]. London: Mc Graw-hill, (1977).

Google Scholar

[4] Bushwell, D. A strategy for solution of problems involving large deflections. Plasticity and Creep[J]. Int. J. Num. Meth. in Eng., 1977 (4), 683-708.

DOI: 10.1002/nme.1620110407

Google Scholar