Functional characteristics of the KERNEL (K) module.
Design and analysis of a 3D, buried or unburied, pressurized or pressure less transport pipelines.
Input facilities:
a. Configuration conditions
• 3 dimensional pipeline axis configuration (PIPE and BEND elements)
• various end boundary conditions (FREE, FIXED and INFINite)
• linear elastic external supports (GLOBAL and LOCAL coordinate systems)
• ground and groundwater level
b. Pipeline conditions
• linear elastic pipe material variable along pipeline axis
• variable diameter along pipeline axis
• variable wall thickness along pipeline axis
• pressurized toroidal shell bending stiffness properties
c. Soil conditions
• non-linear elastic soil deformation behaviour
• direction dependent lateral soil stiffness and ultimate soil support properties variable along pipeline axis
• soil friction stiffness and ultimate soil friction properties variable along pipeline axis
• uncertainty factors for easy soil parameter variation
• 3 dimensional soil settlements and deformations
d. Operational conditions
• internal/external pressure variable along pipeline axis
• temperature variations, variable along pipeline axis
• deadweight variable along pipeline axis
• additional point loads (GLOBAL and LOCAL coordinate systems)
• overall and component load factors
Output facilities:
• generated and compiled input data overviews
• internal forces and bending and twisting moments in the pipeline
• displacements and rotations along the pipeline axis
• soil reaction forces acting on the pipeline along its axis
• external support reactions
• bend stiffness and stress concentration factors
• detailed pipe/soil model iteration behaviour results.
• selected print facility
• selectable print on file facility
ModuleKernel, last changed: 14/09/2016
See also: