ISSN 2083-6473
ISSN 2083-6481 (electronic version)




Associate Editor
Tomasz Neumann

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TransNav, Faculty of Navigation
Gdynia Maritime University
3, John Paul II Avenue
81-345 Gdynia, POLAND
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Residual Ultimate Strength of Box Girders with Variable Cracks
L Ao 1, D. Wang 1
1 Shanghai Jiao Tong University, Shanghai, China
ABSTRACT: The aim of the present study is to investigate the residual ultimate strength characteristics of box girders with variable cracks under torsional loading. A series of finite element models are established by changing the crack length and crack angle using a commercial FEA program, ABAQUS. The cracks are located at the center and torques are applied on both ends of the box beam. Different aspect ratios are considered to evaluate the effects of cracks on box beams for various widths and lengths of panels in the middle yielding region. The accuracy of the nonlinear FEA results is veri?ed by a comparison with previous predicted formulas. Based on the FEA results, the relationship between the residual ultimate strength and crack parameters can be indicated in a function with period of in the form of Fourier series.
Hu,Y et al. 2004. Maintained ship hull girder ultimate strength reliability considering corrosion and fatigue. Marine Structures17:91-123.
Alinia, MM et al. 2007a. Influence of central cracks on buckling and post-buckling behaviour of shear panels. Thin-Walled Structures45:422-431.
Alinia, MM et al. 2007b. Numerical modelling for buckling analysis of cracked shear panels. Thin-Walled Structures45:1058-1067.
Alinia, MM et al. 2008. Buckling and post-buckling strength of shear panels degraded by near border cracks. Journal of Constructional Steel Research64:1483-1494.
Paik, JK. 2008. Residual ultimate strength of steel plates with longitudinal cracks under axial compression-experiments. Ocean Engineering35:1775-1783.
Paik, JK. 2009. Residual ultimate strength of steel plates with longitudinal cracks under axial compression-Nonlinear finite element method investigations. Ocean Engineering35:266-276.
Rahman, S & Nafiseh, K. 2011. Experimental and numerical studies on buckling of cracked thin-plates under full and partial compression edge loading. Thin-Walled Structures49: 1504-1516.
Rahman, S & Ali, R.K. 2013. Lateral Load effects on buckling of cracked plates under tensile loading. Thin-Walled Structures72: 37-47.
Paik, JK et al. 2001. Ultimate strength of ship hulls under torsion. Ocean Engineering 28:1097-1133.
Sun, H.H & Soares, C.G. 2003. An experimental study of ultimate torsional strength of a ship-type hull girder with a large deck opening. Marine Structures16:51-67.
Shi, G.J & Wang, D.Y. 2012. Residual ultimate strength of open box girders with cracked damage. Ocean Engineering 43:90-101.
Kim, K & Yoo, C.H. 2008. Ultimate strengths of steel rectangular box beams subjected to combined action of bending and torsion. Engineering Structures 30:1677-1687.
Shi, G.J & Wang, D.Y. 2012. Residual ultimate strength of cracked box girders under torsional loading. Ocean Engineering43:102-112.
SUMI, Y. 1998. Fatigue crack propagation and computational remaining life assessment of ship structures. Journal of Marine Science and Technology3:102-112.
Okawa, T et al. 2006. Simulation-based fatigue crack management of ship structural details applied to longitudinal and transverse connections. Marine Structures19:217-240.
Citation note:
Ao L, Wang D.: Residual Ultimate Strength of Box Girders with Variable Cracks. TransNav, the International Journal on Marine Navigation and Safety of Sea Transportation, Vol. 9, No. 2, doi:10.12716/1001.09.02.05, pp. 193-198, 2015

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