Development Of Finite Element Analysis Research Articles

Bending load effects on stress concentration factor distribution of multi-planar DTKY tubular joints

The stress concentration factor (SCF) in tubular joints is an important parameter in calculating the fatigue life of offshore structures. In design practices, estimating the SCF is usually based on standard empirical formulas, providing the majority for uni-planar tubular joints, and could not be applied directly for multi-planar joint cases. Therefore, accurate SCF estimation became critical for specific multi-planar tubular joints commonly found as members of offshore platforms. More detailed analyses of complex designs are possible with the recent development of finite element analysis and supported by advanced digital computers. Thus, this research is intended to analyze the SCF of multi-planar DTKY tubular joints with finite element analysis. The local model of the tubular joint will be simulated for bending moment load cases. The results show stress distribution characteristic of the joint at both brace and chord sides. The results indicated that the SCF of the joint under the in-plane bending (IPB) loading is higher at the brace than the chord side, with values of 2.83 and 1.47, respectively. Meanwhile, under the out-of-plane bending (OPB) loading, the SCF is 2.43 at the chord saddle location and 3.54 at the brace saddle location.

Recent Developments in Finite Element Analysis of the Lumbar Spine

Recent Developments in Finite Element Analysis of the Lumbar Spine

In Silico Finite Element Analysis of the Foot Ankle Complex Biomechanics: A Literature Review.

Computational approaches, especially finite element analysis (FEA), have been rapidly growing in both academia and industry during the last few decades. FEA serves as a powerful and efficient approach for simulating real-life experiments, including industrial product development, machine design, and biomedical research, particularly in biomechanics and biomaterials. Accordingly, FEA has been a "go-to" high biofidelic software tool to simulate and quantify the biomechanics of the foot-ankle complex, as well as to predict the risk of foot and ankle injuries, which are one of the most common musculoskeletal injuries among physically active individuals. This paper provides a review of the in silico FEA of the foot-ankle complex. First, a brief history of computational modeling methods and finite element (FE) simulations for foot-ankle models is introduced. Second, a general approach to build an FE foot and ankle model is presented, including a detailed procedure to accurately construct, calibrate, verify, and validate an FE model in its appropriate simulation environment. Third, current applications, as well as future improvements of the foot and ankle FE models, especially in the biomedical field, are discussed. Finally, a conclusion is made on the efficiency and development of FEA as a computational approach in investigating the biomechanics of the foot-ankle complex. Overall, this review integrates insightful information for biomedical engineers, medical professionals, and researchers to conduct more accurate research on the foot-ankle FE models in the future.

Development of Finite Element Analysis for Intermediate Length Coupling Beams Considering Bond-Slip Interface

Finite element analysis is performed on four reinforced concrete coupling beams of intermediate length using 2-D plane stress elements, under monotonic load up to failure. The model is verified using the results from (Nabilah and Koh in KSCE J Civil Eng 21:2807–2813, 2017). The bond-slip interface for the longitudinal reinforcement is modeled in the finite element, as it is found that it better predicts the load-deformation behavior compared to perfect bond. The comparison between finite element analysis and the experiment found that the model is able to predict the overall behavior of the structure, especially the maximum load capacity. The maximum deformation and the shear deformation from the finite element analysis are found to be underestimated, due to the inability of the model to predict shear deformation accurately. Flexural deformation (due to flexure and slip) is found to be well predicted, as the bond-slip behavior is modeled in the analysis. Generally, the shear deformation and slip are found to be significant in the intermediate length coupling beam and should not be ignored in the analysis. Finally, the effective stiffness prediction using finite element analysis is found to be overestimated and should be determined instead using existing equations.

A research trend of electric machines with development of finite element analysis

Finite element analysis (FEA) has rapidly developed in the past three decades. In case of the magnetic field analysis, many researchers have proposed different electric machines by using FEA in order to achieve high efficiency, high torque density, low torque ripple, and so on. For further development of electric machines, this paper presents a literature survey on the state‐of‐the‐art research trends of the electric machine related to FEA in the last 3 years. © 2017 Institute of Electrical Engineers of Japan. Published by John Wiley & Sons, Inc.

Development of FEA tyre/soil interaction model using SPH and hybrid SPH/FEA technique

One of the most accurate methods for simulating numerous nonlinear systems is finite element analysis (FEA). However, when it comes to modelling non-meshed particles, smoothed particle hydrodynamics (SPH) is used to obtain more reliable results. The modelled FEA truck tyre is similar to a wide base truck tyre having specifications of 445/50R22.5. The tyre is previously validated through different simulations such as contact foot print, static deflection, dynamic first mode of vibration, and various rolling resistance tests. These simulations are performed under different inflation pressures, vertical loads, and speeds. In this research, the tyre is validated on soft soil, while considering various combinations of parameters. These parameters affect soil characteristics to reach an optimum and calibrated soil model corresponding to the existing empirical data for dry sand. This research will be heading toward developing an off-road rigid ring model in future projects.

Finite element analysis and simple design calculation method for rectangular CFSTs under local bearing forces

Rectangular concrete-filled steel tube (CFST) may be subjected to local bearing forces transmitted from brace members while being used as a chord of a truss, and thus development of finite element analysis (FEA) and simple design calculation method for rectangular CFSTs under local bearing forces are very important to ensure the safety and reliable design of such a truss with rectangular CFST chords in engineering practices. A three-dimensional FEA model was developed using ABAQUS software package to predict the performance of thin-walled rectangular CFST under local bearing forces. The preciseness of the predicted results was evaluated by comparison with experimental results reported in the available literature. The comparison and analysis show that the predicted failure pattern, load versus deformation curves and bearing capacity of rectangular CFST under local bearing forces obtained from FEA modelling were generally in good agreement with the experimental observations. After the validation, the FEA model was adopted for the mechanism analysis of typical rectangular CFSTs under local bearing forces. Finally, based on the parametric analysis, simple design equations were proposed to be used to calculate the bearing capacity of rectangular CFST under local bearing forces.

Optimal Structural Design of Micro-Motion Stage with Stiffness Constraints Using Topology and Sizing Optimization Method

Flexure hinge is widely used in the compliant mechanisms for precision engineering. Generally, compliant mechanisms with flexure hinges are designed using the analytical stiffness formulas, which increases the design complexity. As the development of finite element analysis (FEA) and optimization methods, it is likely to design the flexure hinges directly using the FEA based numerical optimization methods. This paper developed a leaf spring type flexure hinge based micro-motion stage with specific stiffness constraints. Both topology and sizing optimization methods are used in the design of motion stage. The proposed methods is apply to optimal design formed the leaf spring type flexure hinge for a micro motion stage which serves as a guidance mechanism. Further numerical result shows the good stiffness stability of the refined stage.

Numerical Studies on Friction Stir Welding of Lightweight Materials

Friction stir welding (FSW) is a relatively new solid-state fastening method which is suitable for joining advanced lightweight metal sheets that are hard to weld. Latest literature relating to finite element analysis (FEA) of FSW process is reviewed in this paper. The recent development in FEA of FSW process is described with particular reference to three major factors that influence the performance of FSW joints: modeling technique, tool design and process parameters. The main FE methods used in FSW process are discussed and illustrated with brief case studies from the literature.

Computational Investigation of Mechanical Behaviour of FSW Joints

Friction stir welding (FSW) is a rapidly emerging joining technology due to significant advancements in tooling and process development. Latest literature relating to finite element analysis (FEA) of mechanical behaviour of FSW joints is reviewed in this paper. The recent development in FEA of mechanical behaviour of FSW joints is described with particular reference to two major factors that influence the performance of FSW joints: static behaviour and fatigue behaviour. The main FE methods used in FSW performance are discussed and illustrated with brief case studies from the literature.

BOOK REVIEW: ENGINEERING WITH RUBBER, EDITED BY A. N. GENT

When a text has influenced a large enough audience, for a long enough time, it becomes a classic. We expect that newcomers to the field will enter through this text, and that established professionals will have a well-worn copy in their personal library. Alan Gent's Engineering with Rubber: How to Design Rubber Components is such a classic. It has just been published by Hanser in a 3rd edition, offering a valuable guide to the fundamentals of rubber component mechanical design.In a series of 10 chapters, each authored by an established specialist, the book delivers a solid and concise introduction to core topics in rubber engineering: materials science, elasticity, time dependence, strength, fatigue and durability, finite element analysis, design applications, testing, and specifications. The text is presented at a level that will suit both students and professionals. In addition to a lucid and direct account of its subject, the text provides exercises with each chapter to help the reader achieve mastery of core concepts.The third edition contains a number of improvements over the second edition. A completely new chapter on developments in finite element analysis (FEA) has been added. As computer power and FEA code capabilities have grown, so has the capacity to represent rubber's mechanical behavior accurately in a numerical simulation. The new chapter introduces the concepts needed to use FEA effectively, and it provides practical guidance on navigating available options for capturing rubber's behavior. Most of the other chapters have also been updated to reflect significant developments in the field and to provide contemporary references. The chapter on elasticity contains several new solutions for both small and large strain cases. The chapter on dynamic mechanical properties contains a new section on stress waves in rubbery solids, which will interest those working on problems where inertial effects may be important (crash and impact applications, for example). The chapter on fatigue has been updated with additional perspective on issues associated with crack nucleation and propagation problems and with some introduction to newer approaches to life prediction that account for circumstances such as strain crystallization and multiaxial loading. These are just a few examples of the many improvements to the text.In summary, Prof. Gent has improved his classic text and once again produced a work that will inform the rubber engineering field for many years.

Recent development in finite element analysis of self-piercing riveted joints

Self-piercing riveting (SPR) is a high-speed mechanical fastening technique which is suitable for point-joining advanced lightweight sheet materials that are dissimilar, coated, and hard to weld. Major advances have been made in recent years in SPR technique. Latest literature relating to finite element analysis (FEA) of SPR joints is reviewed in this paper. The recent development in FEA of SPR joints are described with particular reference to three major factors that influence the success of SPR technique: SPR process, failure mechanism, and mechanical behavior of SPR joints. The main FE methods used in FEA of SPR joints are discussed and illustrated with brief case studies from the literature. Areas where further useful progress can be made are also identified.

Application of ABAQUS Secondary Development in Finite Element Analysis of the Bend Roller

Bend roller is a key component of belt conveyor. Its reliability and service life have serious impacts on the performance of conveyor. In this study, Python was used as the programming langrage to complete Secondary Development, mainly focused on complied User Interface and Scripting Program. Taking one meter bend roller as an example, its parametric analysis was accomplished, the results showed that program interface was friendly and feasible, and the design efficiency can be improved distinctly, further more it provided a theoretical basis for bend roller design and optimization.

FEA of Fatigue Behaviour of Adhesively Bonded Joints

Adhesive bonding is a high-speed fastening method which is suitable for joining advanced lightweight sheet materials that are hard to weld. Latest literature relating to finite element analysis (FEA) of fatigue behaviour of adhesively bonded joints is reviewed in this paper. The recent development in FEA of fatigue behaviour of adhesively bonded joints is described with particular reference to three major factors that influence the fatigue behaviour of adhesively bonded joints: failure mechanism, environmental effects and hybrid joining techniques. The main FE methods used in FEA of fatigue behaviour of adhesively bonded joints are discussed and illustrated with brief case studies from the literature.

Finite Element Analysis of Adhesively Bonded Single-Lap Joints

Adhesive bonding is a high-speed fastening technique which is suitable for joining advanced lightweight sheet materials that are dissimilar, coated and hard to weld. Major advances have been made in recent years in adhesive bonding technique. Latest literature relating to finite element analysis (FEA) of adhesively bonded single-lap joints (SLJs) is reviewed in this paper. The recent development in FEA of SLJs is described with particular reference to three major factors that influence the success of adhesive bonding technique: failure mechanism, environmental effects and mechanical behavior. The main FE methods used in FEA of SLJs are discussed and illustrated with brief case studies from the literature. Areas where further useful progress can be made are also identified.

Recent development in finite element analysis of clinched joints

Clinching is a high-speed mechanical fastening technique for point joining of sheet materials. Published work relating to finite element analysis of clinched joints is reviewed in this paper, in terms of process, strength, and vibration characteristics of the clinched joints. It is concluded that the finite element analysis of clinched joints will help future applications of clinching by allowing system parameters to be selected to give as large a process window as possible for successful joint manufacture. This will allow many tests to be simulated that would currently take too long to perform or be prohibitively expensive in practice.

Recent developments in finite element analysis for laminated composite plates

A review of the recent development of the finite element analysis for laminated composite plates from 1990 is presented in this paper. The literature review is devoted to the recently developed finite elements based on the various laminated plate theories for the free vibration and dynamics, buckling and postbuckling analysis, geometric nonlinearity and large deformation analysis, and failure and damage analysis of composite laminated plates. The material nonlinearity effects and thermal effects on the buckling and postbuckling analysis, the first-ply failure analysis and the failure and damage analysis were emphasized specially. The future research is summarised finally.

Finite element analysis in spine research.

Finite element analysis is a widely accepted tool used in many industries and research activities. It allows new designs to be thoroughly 'tested' before a prototype is even manufactured, components and systems which cannot readily be experimented upon to be examined, and 'diagnostic' investigations to be undertaken. Finite element models are already making an important contribution to our understanding of the spine and its components. Models are being used to reveal the biomechanical function of the spine and its behaviour when healthy, diseased or damaged. They are also providing support in the design and application of spinal instrumentation. The spine is a very complex structure, and many of the models are simplified and idealized because of the complexity and uncertainty in the geometry, material properties and boundary conditions of these problems. This type of modelling simplification is not peculiar to spinal modelling problems. Indeed, the idealization is often a strength when there is such uncertainty and variation between one individual and another, allowing cause-effect relationships to be isolated and fully explored, and the inherent variability of experimental tests to be eliminated. This paper reviews the development of finite element analysis in spinal modelling. It shows how modelling provides a wealth of information on our physiological performance, reduces our dependence on animal and cadaveric experiments and is an invaluable complement to clinical studies. It also leads to the conclusion that, as computing power and software capabilities increase, it is quite conceivable that in the future it will be possible to generate patient-specific models that could be used for patient assessment and even pre- and inter-operative planning.

Soil Retaining Structures: Development of Models for Structural Analysis

The topic of this thesis is the development of models for the structural analysis of soil retaining structures. The soil retaining structures being looked at are; block revetments, flexible retaining walls and bored tunnels in soft soil. Within this context typical structural behavior of these structures is discussed too. The emphasis within the context of model development is on the use of Finite Element analysis as a generic toolbox for model development. In chapter 3 a methodology for the development of models is formulated. Both verification, the testing of the integrity of a model and the relation with models of lower hierarchy, and evaluation, testing the accuracy of a model are important. Accuracy and uncertainty are related aspects of model development. In chapter 4 an analytical toolbox for the development of models for structural analysis is given. One of the observations in the formulation of this chapter was that groundwater flow can be evaluated based on the same principle as equilibrium of stresses; the principle of virtual work. In the next three chapters 5, 6, and 7 three examples are given of development of models for the structural analysis of soil retaining structures. In chapter 5, a model for the stability against sliding of the top-layer of a revetment is put forward. The model is evaluated against prototype information. The validity to use Delta flume measurements to validate models for the design of a revetments cover-layer is being reconsidered, as there is reason to believe that the undrained response which is attributing to'the strength of a cover-layer has 3 dimensional effects being overlooked in a 2D measurement. In chapter 6, the models for sheet-pile retaining walls are described. The development of finite element analysis for sheet pile walls is described. Subsequently some of the verification analyses are described including an analytical solution derived from plasticity theory. Finally the finite element model is validated against prototype measurements, i.e. the Karlsruhe sheet pile test (1993). Within this context the test is evaluated applying inverse analysis. One of the conclusions was that a distinct difference between the in-situ stiffness of a sand layer and the stiffness as derived from a laboratory test was found. The reason for this is thought to be the breaking up of structure during sampling in advance of the laboratory testing. This structure is not recovered during preparation in the laboratory. The model evaluation indicates that the application of Finite Element analysis improves the accuracy in comparison to the empirical models. In chapter 7, the structural models for the design of a tunnel liner are discussed. The problems related to bored tunnelling in soft soil are discussed. The model hierarchy for the evaluation of the tunnel liner is discussed. In the second part of this chapter, a back-analysis of the measurements from the Second Heinenoord tunnel, with a finite element model is described. From this it comes forward that the uncertainty with respect to tunnel liner design is mainly related to the construction phase, i.e. tunnel ring assembly. In comparison to sheet pile walls, the soil loading of tunnel liners are easier to model.

An extension of Key's principle to nonlinear elasticity

A variational principle for finite isothermal deformations of anisotropic compressible and nearly incompressible hyperelastic materials is presented. It is equivalent to the nonlinear elastic field (Lagrangian) equations expressed in terms of the displacement field and a scalar function associated with the hydrostatic mean stress. The formulation for incompressible materials is recovered from the compressible one simply as a limit. The principle is particularly useful in the development of finite element analysis of nearly incompressible and of incompressible materials and is general in the sense that it uses a general form of constitutive equation. It can be considered as an extension of Key's principle to nonlinear elasticity. Various numerical implementations are used to illustrate the efficiency of the proposed formulation and to show the convergence behaviour for different types of elements. These numerical tests suggest that the formulation gives results which change smoothly as the material varies from compressible to incompressible.