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Article

Structural Analysis of a Barge Midship Section Considering the Still Water and Wave Load Effects

by
Cristian M. Salazar-Domínguez
1,
José Hernández-Hernández
1,2,
Edna D. Rosas-Huerta
2,
Gustavo E. Iturbe-Rosas
3 and
Agustín L. Herrera-May
1,4,*
1
Maestría en Ingeniería Aplicada, Facultad de Ingeniería de la Construcción y el Hábitat, Universidad Veracruzana, Boca del Río, Veracruz 94294, Mexico
2
Facultad de Ingeniería Mecánica y Ciencias Navales, Universidad Veracruzana, Boca del Río, Veracruz 94294, Mexico
3
Nautical Mexico Consulting & Services, Jardines de Mocambo, Boca del Rio, Veracruz 94294, Mexico
4
Micro and Nanotechnology Research Center, Universidad Veracruzana, Boca del Río, Veracruz 94294, Mexico
*
Author to whom correspondence should be addressed.
J. Mar. Sci. Eng. 2021, 9(1), 99; https://doi.org/10.3390/jmse9010099
Submission received: 17 December 2020 / Revised: 13 January 2021 / Accepted: 14 January 2021 / Published: 19 January 2021
(This article belongs to the Section Ocean Engineering)

Abstract

Structural failures in the barge midship sections can cause operational delay, sinking, cargo loss and environmental damage. These failures can be generated by the barge and cargo weights, and wave load effects on the midships sections. These load types must be considered in the design of the barge midship sections. Here, we present the structural analysis of a barge midship section that has decreased up to 36.4% of its deck thickness caused by corrosion. This analysis is developed using finite element method (FEM) models that include the barge and cargo weights, and wave load effects. The FEM models regarded three cargo tanks in the midship section, containing the main longitudinal and transverse structural elements. In addition, the hull girder section modulus and the required deck thickness of the barge were calculated using Lloyd’s Register rules. These rules were applied to estimate the permissible bending stresses at deck and bottom plates under sagging and hogging conditions, which agreed well with those of the FEM models. Based on FEM models, the maximum compressive normal stress and von Mises stress of the hull girder structure were 175.54 MPa and 215.53 MPa, respectively. These stress values do not overcome the yield strength (250 MPa) of the barge material, allowing a safe structural behavior of the barge. The structural modeling of the barge midship section can predict its structural behavior under different sagging and hogging conditions, considering the cargo, weight and wave loads.
Keywords: barge design; finite element method; Lloyd’s Register rules; midship section; stiffened panels; structural analysis; von mises stress; wave load barge design; finite element method; Lloyd’s Register rules; midship section; stiffened panels; structural analysis; von mises stress; wave load

Share and Cite

MDPI and ACS Style

Salazar-Domínguez, C.M.; Hernández-Hernández, J.; Rosas-Huerta, E.D.; Iturbe-Rosas, G.E.; Herrera-May, A.L. Structural Analysis of a Barge Midship Section Considering the Still Water and Wave Load Effects. J. Mar. Sci. Eng. 2021, 9, 99. https://doi.org/10.3390/jmse9010099

AMA Style

Salazar-Domínguez CM, Hernández-Hernández J, Rosas-Huerta ED, Iturbe-Rosas GE, Herrera-May AL. Structural Analysis of a Barge Midship Section Considering the Still Water and Wave Load Effects. Journal of Marine Science and Engineering. 2021; 9(1):99. https://doi.org/10.3390/jmse9010099

Chicago/Turabian Style

Salazar-Domínguez, Cristian M., José Hernández-Hernández, Edna D. Rosas-Huerta, Gustavo E. Iturbe-Rosas, and Agustín L. Herrera-May. 2021. "Structural Analysis of a Barge Midship Section Considering the Still Water and Wave Load Effects" Journal of Marine Science and Engineering 9, no. 1: 99. https://doi.org/10.3390/jmse9010099

APA Style

Salazar-Domínguez, C. M., Hernández-Hernández, J., Rosas-Huerta, E. D., Iturbe-Rosas, G. E., & Herrera-May, A. L. (2021). Structural Analysis of a Barge Midship Section Considering the Still Water and Wave Load Effects. Journal of Marine Science and Engineering, 9(1), 99. https://doi.org/10.3390/jmse9010099

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