MARS SOLVER
Multi-scale Multiphysics Analysis on Responses of Structures
Many of the unique capabilities available in the MARS software requires an understanding of the specific MARS mathematical algorithms used. This knowledge is crucial for developing valid analytical models and obtaining good numerical simulations.​ New users may need help to use MARS effectively. Wansus is available to assist your analysts in developing valid and efficient models with MARS for those problems of interest to you. For more information, please contact us at office@wansus.com.
Capabilities
MARS is a special purpose computational software for simulating the mechanical response of structures under various loading conditions. It is based on dynamic explicit algorithms and it includes all the capabilities and versatility of a general finite element code. MARS features some unique techniques, such as the Lattice Discrete Particle Method (LDPM) and adaptive re-meshing algorithms for shell and solid meshes, which facilitate the solution of problems involving structural break-ups, fragmentation, and post-failure response under extreme loading conditions. MARS, thanks to its object-oriented architecture, makes it possible to add new capabilities in an efficient and systematic fashion. All entities in MARS are organized in a hierarchical framework.
Lattice Discrete Particle Model
State of the Art Virtual Concrete Testing with Aging Effects
LDPM is a novel analytical approach for modeling the response of heterogeneous and granular materials, such as composite laminates, ceramics, concrete, gravels, and soils. The premise of the LDPM formulation is that most materials are not homogenous when considered at a sufficiently small dimensional scale (micro- and meso-scale). This heterogeneous character has a paramount relevance for the description of strain localization, crack initiation, and crack propagation, which, in turn, strongly influence the ultimate failure mode of a structural system. Continuum-based models, which homogenize material behavior, are inherently incapable of capturing the mesoscale interactions and as such become complex and inadequate in the failure range.
Multiphysics Computation
Temperature
Humidity
Maturity
Aging
Compression Test
Uniaxial unconfined compression
Hydrostatic compression
Triaxial compression
Cyclic compression
Compression/torsion
Tensile Test
Dogbone direct tension
Brazillian splitting
Wedge splitting
Size effect
Bending Test
Three-point bending
Four-point bending
Notched/unnotched
Size effect
Shear Test
Structural scale testing
Reinforcement and prestressing
Creep and shrinkage
Prestress loss
Decades prediction
Anchor Test
Single pullout
Group pullout
Anchor/concrete failure
Cone failure