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Dynamic Response in a Pipe String during Drop-Catch in a Wellbore

In field operations, during rapid deceleration of pipe (simulated by drop-catch process) or slack-off stop process, significant dynamic effects can occur. The dynamic event can amplify the load on the pipe string, and the amplified load can break a weak thread. It is necessary to understand the mechanics of this dynamic event, and thus, provide guidelines or directions for safe design and operation of the pipe string. An analysis procedure using FEA, which involves fluid-pipe interaction, has been established for this study. It shows that fluid viscosity is a very important parameter in determining whether a given pipe string with a weak thread will be safe or not under a given operating procedure.

Customer Papers

Dynamic Response in a Pipe String during Drop-Catch in a Wellbore
Modelling of an Improvement Device for a Tension Test Machine in Crippling Tests

An analysis of the crippling test applied to thin profiles is considered in this paper by using a standard tension test machine. Crippling tests are compression tests leading to crush collapse. This kind of tests cannot be properly performed in the standard test machine because of an inefficient transmission of the compression load to the specimen. To accomplish a more accurate test an improvement device is designed and modelled.

Customer Papers

Modelling of an Improvement Device for a Tension Test Machine in Crippling Tests
Realistic Modeling of Structural Steels with Yield Plateau Using AbaqusStandard

A new model for structural steel with capabilities to model yield plateau, as well as cyclic behavior is introduced. The model is incorporated into Abaqus/Standard through UMAT. Numerical results are presented for an application in earthquake engineering, where a steel bridge pier is excited with a quasi-static cyclic lateral load. Hysteresis loops and buckling patterns obtained from the computational model are compared with published experimental results.

Customer Papers

Realistic Modeling of Structural Steels with Yield Plateau Using AbaqusStandard
Design and drop test simulation of a helicopter skid landing gear with Abaqus/CAE

The aim of this paper is to study the impact of the manufacturing process of a skid landing gear on its performance during drop test simulation. A complete methodology is proposed to implement it on Abaqus. When a new landing gear design is to be designed, it has to be validated by experimental drop tests, and has to demonstrate the same overall impact resistance and energy absorption capability as well as being of similar or reduced weight. As this approach is rather expensive, an analytical approach validated experimentally has been used and yielded a complete methodology for drop tests simulation using dynamic explicit finite element codes.

Customer Papers

Design and drop test simulation of a helicopter skid landing gear with Abaqus/CAE
Simulations of Ballistic Impact on Woven Fabric

Woven fabrics are an integral part of key defense and structural systems, including personal protection (body armor) and vehicles (HMMWV). Textile-based armor, for example, has proven an effective substitute for heavier materials. With the proliferation of such materials, the demand for computationally efficient models is becoming ever more acute. Modeling woven fabrics is challenging, in particular, due to the need to capture the fabric response at both the macroscopic scale of the fabric and the “mesoscale” of the yarns that comprise the weave. Here, we utilize a continuum-level modeling technique for woven fabrics that captures the macroscopic response of the fabric as well as the evolution of its mesostructure with deformation in a single efficient modeling step.

Customer Papers

Simulations of Ballistic Impact on Woven Fabric
Isight Optimization of Material Parameters used in the Abaqus Worldwide Side Impact Dummy

Finite element representations of crash test dummies are widely used in the simulation of vehicle safety systems. The biofidelity of such models is strongly dependent on the accurate representation of the nonlinear behavior of the constituent rubber, plastic, and foam materials. In this Technology Brief, an automated Isight optimization workflow for the calibration of material parameters is presented. Using component models from the Abaqus Worldwide Side Impact Dummy (WorldSID) we will validate one of the calibrated material parameters by comparing the response of several dummy sub-assemblies with experimental data.

Solution Briefs

Isight Optimization of Material Parameters used in the Abaqus Worldwide Side Impact Dummy
X-FEM for Abaqus Toolkit for Automated Crack Onset and Growth Simulation: New Development, Validation, and Demonstration

A software tool for automated crack onset and growth simulation based on the eXtended Finite Element Method (X-FEM) is developed. This XFA tool for the first time is able to simulate arbitrary crack growth or composite delamination without remeshing. The automated tool is integrated with Abaqus/Standard and Abaqus/CAE via the customization interfaces. It seamlessly works with the Commercial, Off-The-Shelf (COTS) Abaqus suite. The usability of the toolkit is illustrated through a series of industrial problems.

Customer Papers

X-FEM for Abaqus Toolkit for Automated Crack Onset and Growth Simulation: New Development, Validation, and Demonstration
Finite element modelling techniques and testing methods of submerged pipes

The purpose of the present work is to discuss some FEM procedures and experimental methods that are currently used in the pipeline industry and open the way to the possibility of developing new experimental apparatuses which can provide much more economical alternatives to traditional design codes and tests.

Customer Papers

Finite element modelling techniques and testing methods of submerged pipes
Abaqus-based verification of the Rayleigh damping matrix in dynamic analyses for NPP civil structures

In dynamic analysis of NPP civil structures the most suitable method proved to be the method of direct integration of equations of motion of the structure-soil system. This method takes account of geometrically nonlinear effects and dashpots with high level of attenuation. In addition, this method allows for receiving a highly effective solution for some types of NPP civil structures. However, the analysis of resultant response spectra has showed a high level of spectral accelerations at elevations of equipment arrangement.

Customer Papers

Abaqus-based verification of the Rayleigh damping matrix in dynamic analyses for NPP civil structures
2-D Tank Sloshing Using the Coupled EulerianLaGrangian Capability of Abaqus/Explicit

Tank sloshing has been a unique challenge in many civil, aerospace, and energy applications, and it can cause forces that are difficult to predict using traditional simulation techniques. Abaqus/Explicit includes a coupled Eulerian-LaGrangian (CEL) capability that is useful for tank sloshing simulations. The CEL capability allows for the interaction between the LaGrangian tank domain where the material is fixed to the mesh and the Eulerian fluid domain where material can flow through the mesh. The use of Eulerian elements removes the problem of extreme element deformation associated with LaGrangian fluid meshes.

Customer Papers

2-D Tank Sloshing Using the Coupled EulerianLaGrangian Capability of Abaqus/Explicit
Lateral Torsional Buckling of Long Span Suspension Bridge: Geometrically Nonlinear Analysis Under Wind Load

There are plans of constructing bridges longer span like Messina strait bridge. This trend causes the necessity of discussing on the problems of instability analysis such as lateraltorsional buckling. However, lateral torsional buckling analysis of long span bridge is not sufficiently taken yet. For that reason, we apply the Abaqus/Standard to solve the high nonlinear problem. The analysis object is Akashi-kaikyo Bridge which is the longest bridge in the world. This paper presents how to analyze the lateral-torsional buckling of long span bridge applying wind load.

Customer Papers

Lateral Torsional Buckling of Long Span Suspension Bridge: Geometrically Nonlinear Analysis Under Wind Load
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