Numerical Study on Deform Properties of Transverse Bent Frame under Berthing Loads

Yu Chen Li; Wei Qi Shi; Rui Long Shi; Qiu Zhai

doi:10.4028/www.scientific.net/AMM.638-640.1266

Paper Titles

Experiment on Incipient Motion of Clayey Silt in the Main Channel of Xuwei Harbor, Lianyungang under Wave-Current Action
p.1247

Experimental Study of Dredged Sediment Sample Analysis and Solidification in Waterway Regulation Engineering
p.1252

Morphodynamic Process of Dachan Bay in Pearl River Estuary Affected by Human Activities
p.1257

Numerical Simulation of Wave Transformation Using Spectral Wave Action Model
p.1261

Numerical Study on Deform Properties of Transverse Bent Frame under Berthing Loads
p.1266

Stability Analysis of the Semi-Circular Guiding Dike
p.1270

Study on Synthesized Wind in the Numerical Simulation of Wind Waves
p.1274

Wave Spectrum Analysis of Kerry Deepwater Port Sea in Cameroon
p.1280

Study on Hydraulic Characteristics and Optimization of Siphon Channel with Two Inlets in Drydock
p.1285

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 638-640Numerical Study on Deform Properties of Transverse...

Numerical Study on Deform Properties of Transverse Bent Frame under Berthing Loads

Abstract:

The finite element software ABAQUS is employed to study the force of transverse frame of piled wharves under the berthing loads. Several setups of the foundation of piles, single, double, triple piles and transverse bent, are modeled and the deformation and deflection under different setups are calculated. The deformation properties of transverse bent are analyzed under the berthing loads.

You might also be interested in these eBooks

Progress in Industrial and Civil Engineering III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 638-640)

Pages:

1266-1269

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.638-640.1266

Citation:

Cite this paper

Online since:

September 2014

Authors:

Yu Chen Li*, Wei Qi Shi, Rui Long Shi, Qiu Zhai

Keywords:

Berthing Loads, Deformation Properties, Finite Element, Transverse Bent

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Chen W J. Port and Hydraulic Structures. Beijing: China Communications Press, (1989).

Google Scholar

[2] Wu Y R, Su L W, Lu H . Structural Inspection and Analysis High-pile Pier. Waterway Engineering, 2009 (08): 96-98.

Google Scholar

[3] Jia S P, Wu G J. Nonlinear Optimum Inversion Model of Geotechnical Engineering and Its Application in ABAQUS. Journal of Shenyang Jianzhu University (Natural Science), 2010, 26, (02), 15-18.

Google Scholar

[4] Code for pile foundations in port engineering.

Google Scholar

[5] Oscar D S, Paez T L. Analysis of Wind Turbines on Offshore Support Structures Excited by Random Wind and Random Waves [J]. NASA STI / Recon Technical Report N, 1988, 88: 18074.

Google Scholar

[6] Kaimal. J. C. Special Characteristics of Surface Layer Turbulence [J]. J. Royal Meteorol. Soc. 1972, 98: 563-589.

Google Scholar