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Prior to the buckling test, the material properties, initial geometric imperfections and longitudinal residual stresses were measured.
The effects of material properties, initial configuration and applied loads on the property of crack propagation are addressed.
Different factors governing structural behavior of corroded stiffened plates are investigated, such as corrosion degradation level, material properties, initial imperfections and boundary conditions.
Detailed information on input parameters required in the numerical modelling process, such as the choice of element type, element size, loading and boundary conditions, material properties, initial imperfections and the selection of solution scheme, are presented.
Model setup, defined as the activities of geometry definition, mesh generation (creation, optimization, modification, refine, de-refine, smooth), assigning material properties, initial conditions and boundary conditions requires specialized software tools to automate and streamline the process.
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Thus, the initial stress field is non-hydrostatic and controlled by the reservoir geometry, model material properties and initial depth-dependent pore pressure.
The material properties and initial projectile velocity are considered as random parameters.
The models included features such as curved geometry, non-linear material properties, and initial geometric imperfections.
The results from this study indicated that numerical modelling can be used to evaluate the buckling strength accurately, provided the material properties and initial imperfections are properly modelled.
Based on experimentally determined distributions of crack growth rate, material properties, and initial crack size, predicted distributions of fatigue life agreed closely with replicate experimental test results.
Parametric studies incorporating different yarn material properties and initial projectile velocities were then performed with the above set of boundary conditions.
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