Engineering Downloads

Let’s Learn and Collaborate

Engineering Downloads

Ice Package in Abaqus, Modeling and Analysis

98,00 176,00
98,00 176,00
11 people watching this product now!

Material Includes

  • 1- Abaqus Fiels+Codes
  • 2- Document
  • 3- Tutorial Videos

Audience

  • 1- Mechanical Engineering
  • 2- Marine Engineering
  • 3- Offshore Engineering
  • 4- Structural Engineering

What You Will Learn?

  • In this interesting and practical package, during 6 step-by-step tutorials, you'll learn all the details about ICE modeling and simulation in Abaqus, part, material, ..., and visualization.

About Course

What is Ice Modeling and Simulation?

Ice modeling and simulation is the computational study of how ice forms, evolves, moves, and interacts with its environment. It combines physics, mathematics, and computational methods to predict ice behavior in natural and engineered systems.

Applications span:

  • Climate science – modeling polar ice sheets and sea ice to predict sea-level rise.
  • Engineering – designing ships, offshore platforms, and wind turbines for icy conditions.
  • Glaciology – studying glacier dynamics and ice–bedrock interaction.
  • Planetary science – modeling ice on Mars, Europa, or Enceladus.

Core Physical Processes

Any realistic ice simulation must account for multiple interlinked phenomena:

a. Thermodynamics of Ice

  • Phase changes – freezing, melting, sublimation.
  • Heat transfer – conduction within ice, convection with surrounding fluids, radiation balance.
  • Salinity effects – for sea ice, salt content changes freezing/melting points.

b. Mechanical Behavior

  • Viscoelastic and viscoplastic deformation – ice can flow like a slow liquid (creep) or fracture like a brittle solid.
  • Fracture and ridging – sea ice forms pressure ridges; glacier ice can calve into icebergs.
  • Stress–strain relationships – Glen’s flow law is widely used for glacier ice.

c. Environmental Coupling

  • Interaction with ocean currents (thermohaline circulation, wave action).
  • Interaction with the atmosphere (winds, precipitation, temperature).
  • Feedback loops in climate systems (albedo effect, heat fluxes).

Mathematical Framework

Ice modeling typically involves partial differential equations (PDEs) derived from:

  • Mass conservation:

    where h is ice thickness, u is velocity, and a is accumulation/melt rate.

  • Momentum conservation (Navier–Stokes adaptations for ice rheology): where σ is the stress tensor, g is the gravity.
  • Energy conservation (heat equation with phase change terms).

These are often nonlinear and require numerical methods for solutions.


Modeling Approaches

Different levels of complexity are used depending on goals and computational resources:

  1. Empirical / Statistical Models – fit to observational data; used for short-term forecasts.
  2. Continuum Models – treat ice as a continuous medium, commonly used in climate models.
  3. Discrete Element Models – represent ice as particles or blocks; good for fracture simulations.
  4. Coupled Models – integrate ice with atmosphere–ocean systems for climate simulations.

Computational Techniques

Common numerical methods include:

  • Finite difference and finite volume methods – for grid-based PDE solutions.
  • Finite element methods (FEM) – good for complex geometries.
  • Smoothed particle hydrodynamics (SPH) – for free-surface and fracture modeling.
  • Level set or phase-field methods – for tracking ice–water boundaries.

The JH-2 model (short for Johnson–Holmquist 2) is a constitutive model originally developed for brittle materials, like ceramics, rock, and concrete, to predict their behavior under high pressures, shear strains, and strain rates. It captures both the strength increase under compression and progressive damage due to fracturing.

Ice exhibits brittle fracture behavior, strain-rate dependence, and pressure sensitivity, characteristics well encapsulated by the JH-2 framework. By calibrating the model’s material constants to ice-specific behavior (e.g., texture, temperature, strain-rate), one can simulate realistic responses of ice under dynamic loads such as impacts or collisions.

Course Content

Example-1: Damage characteristics of ice sheet subjected to underwater explosion load
In this lesson, the Damage characteristics of an ice sheet subjected to underwater explosion load in Abaqus are studied. The ice is modeled as a three-dimensional solid part. The air, soil, water, and TNT are modeled as an Eulerian part. The Johnson-Holmquist-2 or JH2 material model is selected to demonstrate the ice behavior. The ice jam is a common phenomenon in cold regions, and is easy to form, especially in rivers, lakes, and oceans above a temperature of 30 degrees during periods of freezing and thawing. However, ice jams can seriously threaten human life and property. Hence, more and more effective means to prevent Ice jams are essential. Some experts point out that underwater blasting for breaking the ice is a significant approach to eliminating ice jams. At present, an underwater explosion for ice-breaking is a complex fluid-structure interaction issue, and the mechanism of interaction between fluid and ice has not been revealed completely. The underwater explosion is a complicated fluid-solid coupling process involving medium flow, large deformation of the structure, nonlinear failure, and so on. With the development of numerical methods, many scholars have improved numerical methods to improve calculation efficiency, such as modified numerical Lagrangian methods, Arbitrary Lagrangian-Eulerian (ALE) methods, Coupled Eulerian-Lagrangian (CEL) method, Boundary Element Method (BEM), Smoothed Particle Hydrodynamics (SPH), and so on. Each approach has unique strengths and weaknesses. Because of the advantages of high calculation efficiency and dealing with complicated models, both the ALE method and the CEL method have been successfully integrated into commercial software code, which is widely used in solving all kinds of practical engineering problems, especially underwater explosion problems. Although the Coupled Eulerian-Lagrangian (CEL) method is a typical method that fluid motions

  • Abaqus Files+Codes
  • Paper
  • Tutorial Video
    30:58

Example-2: Analysis of the ship moving through the Ice-Water path- SPH method
In this case, the analysis of the ship moving through the Ice-Water path in Abaqus by using the SPH method is done. The ship is imported to the Abaqus because of its complex geometry. The ice and water are modeled as a three-dimensional solid part. JH2 material model is considered for the ice. The ice is a brittle material, and during the simulation, the ice will break, so the proper material model should be used to consider ice failure. , and EOS for the water.

Example-3: A steel projectile impacting a water surface covered by an ice layer
In this section, the analysis of a steel projectile impacting a water surface covered by an ice layer is demonstrated steel projectile impacting a water surface covered by an ice layer will result in a complex interaction characterized by ice fracturing, water entry, and cavity formation. The projectile's velocity, nose shape, and ice layer thickness all significantly influence the damage and penetration behavior. At lower impact velocities, a crater-like fracture occurs in the ice, while higher velocities can lead to a crater-tunnel formation. The steel projectile is modeled as a three-dimensional solid part. The water and air are modeled as a three-dimensional Eulerian part. The ice is modeled as a three-dimensional solid part. The Us-Up model is selected to define the water behavior with viscosity. To model ice behavior as a brittle material, Abaqus gives some material models that are appropriate for this simulation. Those material models should be defined in an input file or a VUMAT subroutine. In this case, to generate ice material, input capability is used. The dynamic explicit step is appropriate for this type of impact.

Example-4: Analysis of the ice damage exposed to an underwater near-field explosion-CEL method
In this lesson, the analysis of the ice damage exposed to an underwater near-field explosion-CEL method is studied. The Coupled Eulerian-Lagrangian (CEL) method is a valuable numerical technique for analyzing ice damage caused by underwater near-field explosions, particularly when considering the complex interactions between shock waves and bubble dynamics. This method allows for a detailed examination of the shock wave propagation, bubble expansion and pulsation, and the resulting stresses and deformations in the ice layer. The ice is modeled as a three-dimensional solid part. The TNT, air, and water are modeled as three-dimensional Eulerian parts. Due to the extremely short reaction time of the explosion detonation process, the impact equivalent is large, the detonation load is complex, and the ice material is a very special solid medium with non-uniformity, anisotropy, corresponding variability, and temperature sensitivity, causing damage to ice materials under explosive conditions is an extremely complex process. Under the existing experimental equipment and testing methods, it is impossible to completely and accurately observe the damage process of the non-uniform stress-strain field caused by the explosion of the meso-level structure of the ice medium. Air is simulated using the Ideal Gas Equation. The air can be defined by using ambient pressure and the gas constant. The JWL equation of state is used to describe the process of detonation and volume change of detonation products of TNT explosives. To define water behavior, the Us-Up equation of state is used. The Johnson-Holmquist model is used to define ice behavior under a severe load. The Johnson-Holmquist is a constitutive model, in which the damage model is based on the equivalent plastic strain. The dynamic explicit step is appropriate for this type of analysis.

Example-5: Analysis of the CEL explosion on the Ice surface in interaction with water and air
In this case, the analysis of the CEL explosion on the Ice surface in interaction with water and air is investigated through a comprehensive tutorial. The ice, water, air, and TNT are modeled as a three-dimensional solid part. The domain part is modeled as a three-dimensional Eulerian part. To model TNT behavior, the JWL equation of state is used. The Jones-Wilkens-Lee (or JWL) equation of state models the pressure generated by the release of chemical energy in an explosive. This model is implemented in a form referred to as a programmed burn, which means that the reaction and initiation of the explosive are not determined by shock in the material. Instead, the initiation time is determined by a geometric construction using the detonation wave speed and the distance of the material point from the detonation points. The air is modeled as an ideal gas with viscosity. The Us-Up equation of state is considered to define water properties. To model ice material, Abaqus has some material models that can be used to demonstrate the ice behavior. During the explosion, ice will experience failure and huge damage, so it needs a proper definition for the material, and that's the JH2 material model.

Example-6: Analysis of the ice breaking by using brittle damage criterion
In this case, the analysis of the ice breaking by using the brittle damage criterion in the ABAQUS software is done. Analyzing ice breaking using a brittle damage criterion involves simulating ice's behavior under stress, particularly its fracture under tensile or compressive loads, and implementing this behavior in numerical models. This approach is crucial for understanding how ice breaks under various conditions, such as during ship-ice interaction or underwater explosions. The ice part is modeled as a three-dimensional solid part and the steel part as a rough body is modeled as a three-dimensional solid part. The ice material adopts the Johnson-Holmquist model constitutive model, in which the damage model part adopts the cumulative damage model. The parameters of the constitutive model are used in the input file because this model can’t be used in the Abaqus CAE, and the parameters are close to the mechanical properties of freshwater ice at -15 °C. The dynamic explicit step with mass scale to hasten the simulation is implied.

Reviews

Student Ratings & Reviews

No Review Yet
No Review Yet
98,00 176,00
11 people watching this product now!

Material Includes

  • 1- Abaqus Fiels+Codes
  • 2- Document
  • 3- Tutorial Videos

Audience

  • 1- Mechanical Engineering
  • 2- Marine Engineering
  • 3- Offshore Engineering
  • 4- Structural Engineering

Related  Products

See more

Want to receive push notifications for all major on-site activities?