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FROM:
Diogo do Amaral M. Amante (1), John Alex Chujutalli (2) and Segen F. Estefan (2)
(1) Petrobras Research Center (CENPES), Cidade Universitária, Av. Horácio Macedo, 950, Rio de Janeiro - RJ, CEP 21941-915, Brazil
(2) Ocean Engineering Department, COPPE/UFRJ, Centro de Tecnologia, Bloco C, Sala 203, Cidade Universitária, Rio de Janeiro - RJ, CEP 21945-970, Brazil
“Experimental and numerical analyses of dented stiffened panels”, ASME Journal of Offshore Mechanics and Arctic Engineering, Vol. 137, No. 3, June 2015
ABSTRACT: Numerical–experimental correlation study for small scale damaged stiffened panels was performed. Six small scale models were fabricated. Two of them were employed for the correlation of intact panels and the remaining four for the correlation of dented panels. Ultimate strength analyses were carried out in order to adjust the numerical model for further use in parametric studies. The damage was imposed by a local indentation of the panels. Measurements of geometric imperfection distributions and damage shapes have been performed before and after the damage using a laser tracker equipment. The numerical models were represented by shell elements assuming finite membrane strains and large rotations, considering both geometric and material nonlinearities. Results obtained showed very good agreement between experimental and numerical analyses for both intact and dented panels. Additionally, numerical simulations of damaged stiffened panels were performed. The aim of the parametric study was to evaluate the behavior up to and beyond buckling, to observe the strength loss due to the presence of the damage on the panel. The explicit nonlinear finite element code from ABAQUS program was employed to simulate the dent damage. Therefore, distortions and the residual stresses due to the damage were both considered in subsequent numerical compression analyses.
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