top of page
Abstract Background

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.

lin LDPM.png

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

RH100_SEALED.png

Compression Test

Uniaxial unconfined compression 

Hydrostatic compression 

Triaxial compression

Cyclic compression

Compression/torsion

compression.png

Tensile Test

Dogbone direct tension

Brazillian splitting

Wedge splitting

Size effect

tensile split.png

Bending Test

Three-point bending

Four-point bending

Notched/unnotched

Size effect

tpb.png

Shear Test

Structural scale testing

Reinforcement and prestressing

Creep and shrinkage

Prestress loss

Decades prediction

shear exp sim.png

Anchor Test

Single pullout

Group pullout

Anchor/concrete failure

Cone failure 

Double-cone-determined-a-experimentally-and-b-numerically_W640.jpg

Contact Us

Thanks for submitting!

Modern buildings
bottom of page