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The United States Navy in the Year 2030: Technology and Force Planning Findings of the Surface Warfighting 2030 Symposium Cosponsored by the Naval Surface Warfare Center and the Naval War College, 13-15 February 1990 [report]

Robert P. Fuscaldo
1990 unpublished

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A finite element package has been developed to perform nonlinear fracture mechanics analysis on reinforced concrete beams. The system consists of a graphic input/output interface and analysis routines using finite element techniques. Fracture Mechanics Analysis of Reinforced Concrete Beams (FMARCB) is a two-dimensional finite element program with triangular, isoparametric, bar, and interface elements. The system uses the discrete crack approach with a fictitious crack model to represent tensile
more » ... concrete softening; a confinement concrete model to characterize compression softening; a nonlinear bondslip constitutive model for the bond-slip phenomenon, which is degraded when cracks form across the tensile reinforcement; and an elastic, perfectly plastic constitutive model to represent the yielding of the tensile reinforcement.
doi:10.21236/ada476672 fatcat:p4hi7m5fd5a3dbvrxwtktktpe4
Citation

Robert P. Fuscaldo. "The United States Navy in the Year 2030: Technology and Force Planning Findings of the Surface Warfighting 2030 Symposium Cosponsored by the Naval Surface Warfare Center and the Naval War College, 13-15 February 1990." (1990)