Quasi-Static Characteristics Analysis for Barge Bow Structure Based on Experimental and FEA Study

Yi Feng Mao; Wei Qing Liu; Hai Fang

doi:10.4028/www.scientific.net/AMM.723.86

Paper Titles

Study on Numerical Model of the Collision Effect between River Ice and Flexible High Pier
p.65

Analysis and Design of Lifting Pole Made of Carbon-Fiber Reinforced Resin Matrix Composites
p.71

FEM Modeling of End-Plate Assembling Bolt Connections of CHS Profiles
p.76

Numerical Simulation and Analysis of Hydraulic Torque Converter Base on Finite Element
p.81

Quasi-Static Characteristics Analysis for Barge Bow Structure Based on Experimental and FEA Study
p.86

Large Equipment Hoisting Balance Beam Structure Optimization
p.90

Fatigue Strength Study on Radial Bogie Vice Frame Based on Finite Element Analysis
p.96

Experimental Study on Vertical Stiffness of WJ-8 Fastener for High-Speed Railway
p.100

Application of Orthogonal Experimental Method in the Sealing Design of a Bolted Flange Connections
p.104

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 723Quasi-Static Characteristics Analysis for Barge...

Quasi-Static Characteristics Analysis for Barge Bow Structure Based on Experimental and FEA Study

Abstract:

In this paper, an experiment in a quasi-static conditions was carried out on barge bow model with its cross sections simplified. The characteristics of the bow structure were studied experimentally and Finite Element Analysis (FEA) was conducted to compare with experimental results. The experiment was performed by a compression and shear testing machine and the model was axially collapsed by a rigid board. The collapse mechanisms, load-displacement curve and mean crushing strength were investigated. The study showed that basic collapse mechanism of barge bow was clarified in participates with inner diaphragms. Moreover, the accuracy of FEA to estimate mean crushing force were validated by comparing with experimental results.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 723)

Pages:

86-89

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.723.86

Citation:

Cite this paper

Online since:

January 2015

Authors:

Yi Feng Mao*, Wei Qing Liu, Hai Fang

Keywords:

Barge Bow, Model Test, Quasi-Static Analysis, Ship Collision

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] H.T. Jiang, Y.N. Gu, Collision Characteristics of the Bow Structure of Tanker. Journal of Shanghai Jiaotong University, 2003(7), P. 985.

Google Scholar

[2] P T Pedersen, et al. Ship Impacts-Bow Collisions. Publ No. 821, 3rd Int. Symposium on Structural Crashworthiness and Failure, University of Liverpool, UK, (1993).

Google Scholar

[3] AASHTO 1991, Guide Specifications and Commentary for Vessel Collision Design of Highway Bridges.

Google Scholar

[4] TB10002. 1-99, General Code for Design on Railway Bridges and Culverts. Beijing: China Railway Publishing House, (2000).

Google Scholar

[5] J.J. Wang, L.T. Bu, D.W. Meng, Simplified Dynamic Analysis Method of Ship-Bridge Collision: simplified Models. Computer Aided Engineering, 2011(2), P. 70.

Google Scholar

[6] D.W. Meng, J.J. Wang, Study on Simplified Formulae for Impact Force-indentation Relationship under Frontal Impact of Ship-bow to Rigid Wall. Journal of Disaster Prevention and Mitigation Engineering, 2011. 31(2), P. 160.

Google Scholar

[7] H. Endo, et al., Model test on the collapse strength of the buffer bow structures. Marine Structures, 2002. 15(4), P. 365.

DOI: 10.1016/s0951-8339(02)00008-4

Google Scholar

[8] J.C. Liu, Y.N. Gu, Simulation of Ship-Bridge Head-On Collision Based On Finite Element Model of Whole Ship-Bridge. Engineering Mechanics, 2003(9), P155.

Google Scholar