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Traction is an important performance requirement for a tire and is the force that propels a vehicle forward. Accurate traction prediction has value in reducing development cycle time and improving mechanistic understanding of tire traction performance. On a rigid surface like a paved road, traction can be predicted using an appropriate tire-road friction model in a simulation of tire performance. However, traction on a deformable medium like soil, snow, water, etc. is a more complex phenomenon. Available traction on soil is the sum of the friction at the tire-soil interface and the amount of soil strength extracted by the tire to propel itself.

Customer Papers

This paper discusses the use of such advanced technique to solve the stent design problems. The paper would cover the essence of Finite Element Analysis, FE Model Parameterization and Optimization. Finite element modeling (FEM) and analysis with SIMULIA is used to estimate stress distribution in the stent. Various design parameters are identified for carrying out optimization using ISight. Different stent designs are generated using the FE model parameterization tools in MeshWorks MORPHER. Optimization based on parametric FE model is carried out to identify best design.

Customer Papers

The work presented demonstrates how Isight may be used to drive STAR-CCM+ and CATIA V5 for parametric optimization. In this example, carried out for the CFD group of a major US automotive OEM, a DOE study was performed with the aim of minimizing the pressure drop along an exhaust manifold. Geometric modifications were carried out automatically in CATIA V5, and passed to STAR-CCM+ for flow analysis.

Customer Papers

In this paper, the different “built-in” material models based on the isotropic, kinematic and combined isotropic-kinematic hardening theories available in Abaqus/Standard are evaluated for carbon steels. Through a number of case studies the performance of the different “built-in” models are compared for different load paths. The similarities and differences between the available “built-in” material models are presented. Monotonic, quasi-static cyclic and dynamic load paths are considered. The results presented in this study are expected to provide important insight to practicing engineers dealing with inelastic material characteristics.

Customer Papers

The wind-load response of braced and un-braced loading dock doors installed in industrial facilities in hurricane-prone areas was evaluated using Abaqus. Horizontal and combination of horizontal and vertical bracing designs were evaluated for a typical dock door made of steel slats sliding inside guiding rails and assembled to form a curtain rolled in a coil on the top of the opening. Analysis was performed using shell elements, hinged connections and selected boundary conditions. Result interpretation was based on three failure criteria: a conservative criterion based on the onset of plastic deformation that leads to the lowest critical winds, a 20% allowable plastic deformation criterion that leads to higher ratings and a slatpullout criterion that results in even higher wind ratings.

Customer Papers

Operational loads measurement and design optimization of a gold mine rail hauling system showing fatigue cracks

White Papers

The opening mechanism in a beverage package, where a mixed mode failure occurs, is a rather complex phenomenon. A better knowledge in respect of fracture mechanics is needed for the proactive prediction of the overall opening performance. Reliable material data used for virtual simulation of the opening mechanism is extracted by characterization and calibration of the packaging materials. Knowledge of how to choose appropriate constitutive models for the continuum material and how the damage initiates and propagates to various loading conditions is of great interest.

Customer Papers

Simulation and Validation of Derailment Experiments with Simpack - 2016 SIMULIA European Multibody Simulation User Group Meeting

Customer Papers

Reinforced concrete deep beams (RCDBs) are generally designed using conventional methods such as empirical equations or strut and tie models. These methods however do not take into account the redistribution of forces resulting from non-linear materials’ behaviours. Indeed, it is a common belief that deep beams, shear walls and three-dimensional reinforced concrete structures are over-reinforced. The proper determination of the amount of reinforcement is therefore essential for a safe and economical design. In this paper an automated design technique using nonlinear finite element analysis is presented and validated with experiment for RCDBs.

Customer Papers

Today, snow load damage test is mainly used to decide on roof panel’s style and its thickness. This test is much more important for a light commercial vehicle (LCV) because LCV has bigger roof area, more straight style and as a result of these two properties it has heavier roof panel than the other vehicle. Moreover, simulation is quite difficult and its tolerance is not less than 15 % because of not only panel’s post buckling behavior and material nonlinearity but also deformations on panel which highly depend on manufacturing process. In this study, the analysis parameters have been investigated and a correlation with physical test results has been set.

Customer Papers

This paper presents an Abaqus/Explicit simulation of the impact event when a golf club hits a golf ball. This is a challenging subject for finite element simulations because of it is characterized by high strain rate behavior. The simulation emphasizes accurate material characterization and realistic model construction. Specifically, an advanced nonlinear viscoelastic material model from Veryst Engineering’s PolyUMod library with strain rate dependence is calibrated with high-rate testing data to accurately capture the highly nonlinear behavior of the golf ball materials during impact. At the same time, a detailed finite element model of the golf ball is constructed with multiple layers of structure.

Customer Papers

Abaqus is often used for soil mechanical purposes to solve complex boundary value problems. Simulations of geomechanical boundary value problems are rather complex because of the complexity of the material which incorporates stress dependent material behaviour or different stiffness for loading and unloading conditions for example. Furthermore, typical soil consists of three phases including the soil skeleton, pore water and pore air which lead to complex interaction. Moreover, the loading conditions typical in geomechanics often cause large deformations of the soil continuum which has to be considered in the choice of the appropriate calculation tool.

Customer Papers