TECHNICAL SPECIFICATION
basic font = basic software features, italic font = optional modules
FINITE ELEMENTS
-2D Isoparametric elements, quadrilateral, triangular. Axisymmetrical elements.
-3D solid elements: tetrahedron, brick, wedge. Low- and high-order. Shells (layered). Beams (fiber).
-Truss elements for reinforcement.
-Spring supports.
-External cable elements
-Interface elements.
MATERIAL MODELS
-2D SBETA concrete model, also for high strength and SFRC: smeared cracks, crack-band, fracture-energy- based softening,
Kupfer's compressive failure, variable shear retention, strength reduction of
cracked concrete.
-3D fracture-plastic concrete model based on Menetrey-Willam law: smeared cracks, fracture-energy based softening,
non-associated plasticity, user defined functions, variable parameters.
-Reinforcement bi-linear and multi-linear. Reinforcement with bond.
-Von Mises plasticity for metals.
-Drucker-Prager plasticity with associated/non-associated flow rule for rock and soil.
-Bazant M4 microplane concrete.
-Reinforcement cyclic.
-Interface with Mohr-Coulomb material law.
-Isotropic elastic.
-Non-linear springs.
-Fire-exposed material.
-Creep and shrinkage (Bazant, Eurocode, ACI)
-Transport of heat and moisture
LOADING
-Load cases: body forces, loading forces, supports, prescribed deformations, temperature, shrinkage, pre-stressing.
-Load steps: combination of load cases, solution methods.
-Arbitrary load history in steps, non-proportional, cyclic.
-Construction process.
SOLUTION METHODS
-Direct and sparse solver of equations.
-Newton-Raphson and modified Newton-Raphson.
-Arc-length. Line-search.
-Tangential and elastic stiffness predictors.
GRAPHICAL USER ENVIRONMENT
-2D GUE. Graphical user environment: pre-processing (geometrical modeling, reinforcement (bars, smeared), automatic
meshing, material properties, loading and supports, solution methods, monitoring), solution (non-linear FE solution, graphical monitoring, restart), post-processing (iso-lines, iso-areas, rendering, vectors, tensors, cracks, response diagrams,
cuts/sections, internal forces (M,N, T), user-defined numerical output).
-3D GUE. Graphical user environment: pre-processing (geometrical modeling,
reinforcement (bars, smeared), copy and move, automatic meshing, material
properties, loading and supports, solution methods, monitoring solution direct or sparse iterative, graphical monitoring, restart), post-processing (iso-lines, iso-areas, rendering, vectors, tensors, cracks, response
diagrams, cuts/sections, user-defined numerical output).
-AtenaWin. General semi-graphical user interface for ATENA for solution and post-processing of 2D and 3D models.
Requires input text files.
-GID interface (GID -general finite element pre- and post-processor). Prepares input file to AtenaWin.
-FEMAP Interface (FEMAP general finite element pre- and postprocessor). FEMAP can be used to prepare 3D models for
ATENA and for post-processing of ATENA results. Prepares input file to AtenaWin.
EQUIPMENT
Minimum: PC with MS Windows XP/Vista/2000, 512 MB RAM memory and 40 GB hard disk.
Recommended: MS Windows XP, 2GB RAM memory, 120 GB hard disk, graphics card with resolution 1280x1024 and Open GL 3D hw-acceleration. |