Using Viscoelastic and Path-Dependent Models for Analyzing the Curing Process in Fiber-Reinforced Composites With Abaqus subroutines

 290.0
Fiber-reinforced composites, widely used across various industries, consist of reinforcing fibers embedded in a matrix. During the curing process, this mixture transforms into a stable material. Curing is a critical step to ensure the durability and strength of the final product. In one of our intermediate packages, we used Abaqus to analyze the curing process in composites with linear elastic models. While these models are straightforward and user-friendly, their accuracy is limited because composites exhibit viscoelastic behavior during curing, rather than elastic behavior. To address this limitation, the current package introduces two more advanced and accurate models for analyzing residual stresses in composites: the viscoelastic model and the path-dependent model. These models offer significantly greater accuracy compared to linear elastic ones but involve added complexity. To simplify this complexity for users, the package begins with a comprehensive overview of the underlying theories and formulations for the viscoelastic and path-dependent models. It then provides detailed guidance on implementing these models using Abaqus subroutines. Finally, workshops are included to demonstrate how the viscoelastic model significantly improves the prediction of residual stresses in composites compared to the elastic models featured in our intermediate package.

Pipe Soil Interaction in Abaqus

 230.0

Pipe Soil Interaction refers to how buried pipelines and surrounding soil respond to loads and dynamic events, crucial for assessing the stability of pipelines used for water, gas, and oil distribution. This tutorial package includes six workshops that use Abaqus to simulate various soil-pipe scenarios. The tutorials cover the long-term load capacity of pipe piles under axial loads, and multiple simulations of coupled Eulerian-Lagrangian (CEL) explosions near or inside steel pipelines buried in soil. These simulations employ advanced material models like the Johnson-Cook plasticity for steel and Mohr-Coulomb plasticity for soil, along with the JWL equation for TNT explosions.

Workshops focus on both external and internal explosions, exploring how blast waves affect pipeline integrity and soil deformation. The tutorials emphasize critical aspects like stress, strain, and damage mechanics, offering detailed insights into pipeline behavior under extreme conditions. These simulations help engineers analyze blast loads and optimize the design of buried structures to withstand destructive forces.

Brittle Damage in Abaqus | Brittle Cracking Abaqus​

 240.0

Brittle materials, such as ceramics, glass, and concrete, break or fracture easily under stress without extensive deformation. Unlike ductile materials, brittle materials snap suddenly, lacking the flexibility to rearrange their atomic structure under strain. These materials have low tensile strength but strong compressive resistance, making them vulnerable to brittle cracking Abaqus simulations when stretched or pulled.

Understanding brittle material damage is crucial in safety-critical fields like civil engineering, aerospace, and manufacturing, where unexpected fractures can lead to catastrophic failures. Simulations help engineers predict when and how brittle materials may break, guiding safer design choices. Brittle cracking Abaqus can be modeled using various methods, including the Johnson-Holmquist (JH) model, XFEM, and energy-based approaches, each suited to different types of loading conditions.

For dynamic, high-strain applications like impacts, the JH model is effective, particularly in Abaqus/Explicit with specific damage parameters. For general crack modeling, XFEM is versatile, allowing cracks to form naturally without predefined paths. The energy-based method is useful for slow-loading scenarios, defining an energy threshold for fracture initiation. Each method requires careful input of material properties, mesh refinement, and load conditions to reveal potential failure points and improve material performance in real applications.

Abaqus Kelvin Voigt Model (Viscoelastic) Simulation Using UMAT and VUMAT Subroutines

 270.0

This research presents a precise three-dimensional mechanical response of viscoelastic materials using Abaqus kelvin voigt viscoelastic model. We performed this kelvin voigt model Abaqus simulation using both UMAT and VUMAT subroutines for standard and explicit solvers.

The behavior of viscoelastic materials is a state between the behavior of a liquid and a solid. In other words, they behave both like liquids and solids. That is to say, there are many natural and synthetic materials that are classified as viscoelastic materials; From the biological structures of the body such as skin, cartilage and tissue to concrete, foams, rubbers, and synthetic polymers. Due to these unique properties, viscoelastic materials have many applications.

In this regard, the primary goals of this study include the development and implementation of an accurate three-dimensional Abaqus kelvin voigt viscoelastic model, and the integration of viscoelastic properties into the analysis, which can improve the prediction of viscoelastic materials response under different boundary and loading conditions.

This tutorial, by customizing the UMAT and VUMAT subroutines to simulate flexible samples behavior, contributes to the advancement of viscoelastic materials design and analysis.

Implementation of Soil Constitutive Models in Abaqus | With a Special Focus on CSJ Models

 240.0

Constitutive model implemented in calculation code, play an important role in the material behaviors prediction. In the field of geotechnical engineering there are numerous soil constitutive models. By installing these models in a finite element code such as Abaqus, their development, efficiency and advancement can be increased. Also, more and more complex engineering problems can be solved by this method. But to do this, you need a proper understanding of the mathematical and programming basics of these models. This tutorial focuses on implementing advanced constitutive models in Abaqus, particularly for simulating soil behavior. Focusing on the CJS model, this tutorial tries to teach how to work and how to program these models in Abaqus code. It includes detailed explanations of VUMAT and UMAT subroutines and practical examples of implementing the CJS model.

Concrete Damage Plasticity Simulation of FRP-Confined Concrete Columns in Abaqus

 280.0

This tutorial package provides a comprehensive guide to implementing USDFLD subroutine in the context of Concrete Damage Plasticity Material Model.  The tutorial focuses on key modeling aspects such as definition of concrete material properties using Concrete Damage Plasticity (CDP) Model.  A theoretical background of the model will be presented and detailed explanation of the definition of all material properties will be given.  The package will also explain the usage of the USDFLD subroutine to modify concrete material properties dynamically during simulation. Examples of implementing USDFLD in the context of CDP will be presented with focus on material properties that vary in function of pressure and axial strain defined as field variables.

All other modeling details will also be explained including boundary conditions, meshing, loading, and interactions.

By following the detailed steps in this tutorial, you will be able to create and analyze advanced FEM simulations in Abaqus with a focus on concrete having properties that vary during simulation.

Computational Predictions for Predicting the Performance of Structure

 340.0

This package focuses on developing and applying predictive models for the structural analysis of steel and concrete components subjected to fire and subsequent earthquake loading. To accurately simulate the complex behavior of these structures, finite element analysis (FEA) using ABAQUS is employed. The Taguchi method optimizes the number of samples needed for FE analysis, and this method is used with SPSS after explanation its concept. However, due to the computational demands of FEA, various machine learning techniques, including regression models, Gene Expression Programming (GEP), Adaptive Network-Based Fuzzy Inference Systems (ANFIS), and ensemble methods, are explored as surrogate models. These models are trained on large datasets of FEA results to predict structural responses efficiently. The performance of these models is evaluated using statistical metrics such as RMSE, NMSE, and coefficient of determination.

Damage Prediction in Reinforced Concrete Tunnels under Internal Water Pressure

 370.0

This tutorial package equips you with the knowledge and tools to simulate the behavior of reinforced concrete tunnels (RCTs) subjected to internal water pressure. It combines the power of finite element (FE) modeling with artificial intelligence (AI) for efficient and accurate analysis. The Taguchi method optimizes the number of samples needed for FE analysis, and this method is used with SPSS after explanation its concept.

By leveraging Artificial Intelligence (AI) techniques such as regression, GEP, ML, DL, hybrid, and ensemble models,  we significantly reduce computational costs and time while achieving high accuracy in predicting structural responses and optimizing designs.

Computational Modeling of Steel Plate Shear Wall (SPSW) Behavior

 320.0

This course equips engineers with the tools to design and analyze Steel Plate Shear Wall (SPSW) and Reinforced Concrete Shear Walls (RCSW) subjected to explosive loads. Traditional Finite Element (FE) simulation is time-consuming and requires numerous samples for accurate results. This package offers a more efficient approach using Artificial Intelligence (AI) models trained on FEA data. You'll learn to develop FE models of SPSW and RCSW in ABAQUS software, considering material properties, interactions, and boundary conditions. The Taguchi method optimizes the number of samples needed for FE analysis, and this method is used with SPSS after explanation its concept.

We then delve into AI modeling using MATLAB. Explore various methods like regression, Machine Learning (ML), Deep Learning (DL), and ensemble models to predict the behavior of SPSW and RCSW under blast loads. Statistical analysis helps compare model accuracy. By combining FE analysis with AI models, you'll gain a powerful tool for designing blast-resistant structures while saving time and resources.

Earthquake Damping in 8-Story Structure using Bypass Viscous Damper | Seismic Damping in Masonry Cladding

 230.0

In this package, the dynamic behavior of a developed bypass viscous damper is thoroughly evaluated as an advanced solution for earthquake damping. This innovative seismic damping device features a flexible, high-pressure hose that serves as an external orifice, functioning as a thermal compensator to reduce viscous heating during dynamic events. By adjusting the hose’s dimensions, the damper’s performance can be fine-tuned to provide optimal damping properties. Comprehensive simulations using CFD models in ABAQUS and structural analysis in SAP2000 validate the damper’s effectiveness. The package also offers a simplified design procedure for integrating these dampers into structures, demonstrated through an 8-story hospital case study, where the dampers significantly reduce structural demands and enhance the performance of nonstructural elements during seismic events.

Abaqus advanced tutorials on concrete members

 250.0

Welcome to the "Abaqus Advanced Tutorials on Concrete Members" course, designed to provide civil and structural engineers with cutting-edge expertise in finite element modeling (FEM) and simulation using Abaqus. This advanced-level course focuses on the detailed modeling of complex concrete and composite columns under various loading conditions. Topics include the simulation of tubed reinforced concrete columns, concrete-filled double skin steel columns, and fiber-reinforced polymer (FRP) composite columns. Participants will delve into axial and eccentric compression loading scenarios, with a special focus on hollow and tapered cross-sections. The course also emphasizes comparing simulation results with experimental data from published research, ensuring practical relevance and accuracy. By the end of the course, learners will be equipped with the necessary skills to tackle advanced structural analysis challenges using Abaqus, reinforcing their understanding of concrete member behavior in real-world applications.

Analysis of Plain and Reinforced Concrete Structures with ABAQUS | Validation with Experiments

 120.0

This comprehensive package offers four different workshops focused on the analysis of plain and fiber-reinforced concrete structures using ABAQUS. Designed for professionals, researchers, and students, it provides hands-on learning in modeling, simulating, and validating concrete structures under various conditions. Each workshop dives into specific aspects of concrete behavior, from flexural to compressive strength, incorporating the latest sustainable practices through the use of recycled materials. The package ensures mastery of ABAQUS, offering practical insights and a cost-effective path to advanced concrete analysis and safer, more durable infrastructure design.

Note: Only the first workshop has video.

Glass Fracture Analysis with Abaqus | Post-Fracture

 140.0

This tutorial explores a finite element method (FEM) simulation using Abaqus to analyze the post-fracture behavior of structural glass members retrofitted with anti-shatter safety films. It focuses on simulating the vibration response of cracked glass elements under repeated impacts and temperature gradients, contributing to a comprehensive glass fracture analysis, following the methodology outlined in the research article "Effects of post-fracture repeated impacts and short-term temperature gradients on monolithic glass elements bonded by safety films".

Key aspects include modeling glass fracture, assigning material properties, and defining boundary conditions to assess the vibration frequency and load-bearing capacity of cracked glass members. Additional topics cover dynamic identification techniques, performance indicators for glass retrofit efficiency, and frequency sensitivity analysis under various operational and ambient conditions. The simulation results help quantify the residual strength of safety films in post-fracture scenarios, providing a robust framework for structural engineers to extend this investigation to other glass configurations.

This tutorial is ideal for users who want to understand FEM modeling in Abaqus and perform detailed simulations involving complex material interactions, with a focus on practical applications in glass retrofit technology.

Stress-strain characteristic of SFRC using recycled fibres | An Abaqus Simulation

 40.0

This training utilizes Abaqus software to simulate and analyze the stress-strain characteristics of Steel Fiber Reinforced Concrete (SFRC) using recycled fibers. The importance of this work lies in its contribution to sustainable construction practices by validating the effectiveness of recycled steel fibers in enhancing concrete's mechanical properties. Through advanced finite element analysis (FEA), the project addresses challenges in accurately modeling SFRC's post-cracking behavior, ensuring that the simulations are aligned with experimental data for reliable results. Abaqus' capabilities in nonlinear material modeling, stress-strain simulation, and principal stress analysis significantly improve the accuracy and reliability of the research, making it a valuable tool for both academia and industry.

Nonlinear Analysis of RC Columns Using ABAQUS | Validation with Experimental Data

 40.0

Reinforced Concrete (RC) columns are critical components in civil engineering, essential for the stability of buildings, bridges, and infrastructure during seismic events. This study leverages ABAQUS, a powerful finite element analysis (FEA) software, to simulate the seismic performance of RC columns. By modeling columns in 3D and using ABAQUS's advanced tools, we replicate experimental conditions to analyze their behavior under seismic loads. Numerical simulations offer the advantage of exploring various scenarios quickly and cost-effectively, while also allowing for extensive parametric studies. The study details how ABAQUS models both concrete and steel reinforcement, accounts for interaction effects, and applies appropriate loading and boundary conditions. The simulations provide valuable insights into failure modes, load-displacement responses, and crack patterns, offering a comprehensive understanding of RC column performance in seismic scenarios.

Analysis of Steel-Fiber Reinforced Concrete (SFRC) Beams with Abaqus

 40.0
Steel-Fiber Reinforced Concrete (SFRC) is an innovative composite material that enhances the structural integrity of traditional concrete by incorporating steel fibers, which improve toughness and ductility. This makes SFRC concrete particularly valuable in earthquake-prone regions, where its ability to resist cracking and absorb energy is critical. The analysis of SFRC concrete beams, through both experimental and numerical methods like finite element analysis (FEA) in Abaqus, provides insights into their behavior under seismic loads, highlighting benefits like enhanced energy dissipation and ductility. Such analysis is essential for designing resilient structures, offering significant advantages to engineers, construction companies, researchers, and policymakers.

Machine Learning for Composite Materials with Abaqus

 380.0

This tutorial package delves into an advanced inverse modeling approach for predicting carbon fiber properties in composite materials using a machine learning (ML) technique. Specifically, it covers the use of Gaussian Process Regression (GPR) to build a surrogate model for accurate predictions of fiber properties based on data from unidirectional (UD) lamina. By leveraging Finite Element (FE) homogenization, synthetic data is generated for training the GPR model, accounting for variations in fiber, matrix properties, and volume fractions. This framework’s efficiency and accuracy are validated using real-world data, highlighting its potential as a computational alternative to traditional experimental methods. The package includes detailed explanations, case studies, and practical exercises, equipping users with hands-on experience in applying this ML-based approach to composite material analysis.

Laser Assisted Machining (LAM): Modeling and Simulation in Abaqus/CAE

 310.0

In this tutorial, a comprehensive discussion on modeling and simulation of laser assisted machining is presented. It includes building FEM-based models of machining, laser heating, and laser-assisted machining models in Abaqus/CAE. The finite element method (FEM) simulation is based on the coupled thermo-mechanical behavior. The package walks learners through building models that simulate the impact of laser heating on the workpiece. Detailed lessons cover constructing basic machining and laser heating models, setting boundary conditions like cutting speed and laser power, and writing subroutines such as DFLUX and VDFLUX to simulate laser heat sources. Additionally, learners will perform analyses to study temperature distribution, and stress-strain behavior. Through parametric analysis and comprehensive result evaluation, learners will gain a deep understanding of temperature distribution, stress behavior, and how laser heating can improve the machining process.

Note: All Simulation files and half of the videos are available now.

Fiber Reinforced Concrete Beams | An Abaqus Simulation

 30.0
Fiber Reinforced Concrete (FRC) incorporates fibers into the concrete matrix to enhance its mechanical properties. For example, we can refer to tensile strength, toughness, and impact resistance. This innovation reduces concrete’s inherent brittleness, making it more ductile and capable of withstanding higher stresses without failure. FRC’s ability to bridge cracks and improve durability makes it ideal for demanding structural applications, including industrial floors, pavements, bridge decks, and airport runways. Accurate analysis of FRC beams, particularly their flexural behavior, is crucial for predicting performance under real-world conditions. We use Abaqus, a powerful finite element analysis software, to simulate and analyze these beams. It provides insights into how fiber content, concrete strength, and reinforcement ratios affect structural performance. These simulations provide valuable data for engineers, researchers, and students, aiding in the design and optimization of FRC structures.  

Abaqus basic tutorials on concrete beams and columns

 150.0

Welcome to the “Abaqus Basic Tutorials on Concrete Members,” a comprehensive course tailored for civil and structural engineers seeking to master finite element modeling (FEM) of concrete structures. This tutorial covers key concepts such as plain concrete beam and column modeling, reinforced concrete members, and fiber-reinforced polymer (FRP) composites. The course guides learners through the application of boundary conditions, material properties, and various loading conditions in Abaqus. Key topics include plain concrete beam and column modeling, reinforcement modeling with steel bars and stirrups, and fiber-reinforced polymer (FRP) reinforcement techniques. Participants will also explore comparing simulation results with experimental data, as well as interpreting critical outcomes such as stress distribution and failure modes. Through hands-on workshops, learners will simulate structural behaviors under axial, lateral, and compression loads, ensuring a practical understanding of FEM for concrete members. By the end of this course, participants will be proficient in using Abaqus to model and analyze concrete structures, reinforced elements, and advanced composites, providing them with a strong foundation for structural analysis and design.

An Efficient Stiffness Degradation Composites Model with Arbitrary Cracks | An Abaqus Simulation

 0.0
(3)
Composite materials are critical in high-performance applications due to their exceptional strength-to-weight ratios and customizable properties. They are widely used in aerospace, automotive, and civil engineering. However, their complex structure makes them susceptible to various damage mechanisms, such as tunnel cracking and delamination, which can significantly affect their structural integrity. Accurate damage prediction is essential for effective use and maintenance. Traditional methods often rely on extensive experimental testing, but finite element analysis (FEA) has become a valuable alternative. Abaqus is particularly effective for modeling composite damage due to its comprehensive material modeling and customizable subroutines. The research presented utilizes Abaqus to develop a model for predicting Stiffness Degradation Composites laminates with arbitrarily oriented cracks, offering valuable insights into damage progression and stiffness loss under various loading conditions. To achieve this, UEL, UMAT, and DISP subroutines are used. Additionally, a Python script is provided to import the model into Abaqus.  

Analysis of Cold Rolled Aluminium Alloy Channel Columns With Abaqus CAE

 110.0
Cold rolled aluminium alloy channel sections are manufactured using a cold-rolling method that is faster and less energy-intensive than traditional methods. It reduces labor, material costs, and construction time. These sections are ideal for green and sustainable buildings due to their recyclability, lightweight nature, and corrosion resistance, making them suitable for various structural applications. This project guides you in using Abaqus for numerical analysis of cold rolled aluminium alloy channel columns to ensure their safety and performance under various loads. This enables you to achieve accurate designs for these members, preventing structural failures, inefficiencies, and increased costs.

Seismic Analysis in Post-Tensioned Concrete Gravity Dam Design Using Abaqus Subroutines

 190.0
This project investigates the seismic analysis of post-tensioned concrete gravity dams. To achieve this, we utilized ABAQUS CAE with the UEL (User Element) subroutine. The project enhances the simulation of complex structural interactions, including inclined anchors and weak joints, which are crucial elements in concrete gravity dam design. Specifically, it provides a detailed comparison between transient and pseudo-static analysis results. This comparison is essential for understanding how the dynamic responses and structural behavior of these dams under seismic conditions can be effectively modeled and validated within the broader scope of concrete gravity dam design. Moreover, the project offers insights into potential debonding issues and their impact on post-tensioning forces, which are critical considerations in concrete gravity dam design. This research benefits civil engineers and academics by advancing the methodologies used for designing and analyzing the resilience of gravity dams, particularly in earthquake-prone regions.

Fiber-based Model for High-Strength Steel Beam Analysis with Abaqus

 190.0
Designers create high-strength steel beams to enhance load-bearing capacity and reduce weight, which is crucial for seismic-resistant structures. Accurate design and High-Strength Steel Beam Analysis are essential to address local buckling and low-cycle fatigue. While experimental methods are costly, numerical simulations using tools like ABAQUS offer precise analysis and modeling capabilities. These include, for example, the stress-strain curve generation and cyclic loading protocols. This project mainly provides a tutorial on ABAQUS modeling, aimed at improving the design and analysis of high-strength steel sections. To do so, it discusses the material property definitions, plasticity models, and mesh details.