The Same Drift Monodiameter Completion System in Solving Drilling and Well Infrastructure Challenges

2021 ◽  
Author(s):  
Matthew Godfrey ◽  
Roy Baker

Abstract The public domain contains many work efforts that document the advantages of expandable drilling and completions systems within the industry (Filippov 1999, Lohoefer 2000). The ability to place a solid steel liner or patch into a well and transform it by cold working to a larger diameter provides an opportunity to drill deeper while maintaining sufficient wellbore diameter. The use of expandable technology has led to the development of a formable and retractable-segmented cone. The cone supports an expandable system capable of passing through the drift of a base casing that can then result in an expansion providing the equivalent drift diameter. The technology allows the placement of additional liner points in a well that can extend liner lengths as well as isolate sections of open hole that were previously impossible to isolate due to wellbore geometry restriction. There are no limitations on the number of open hole patches installed in a given well which are helpful when wells experience multiple drilling hazards. Each patch can pass through a previously installed patch. The idea of monodiameter expandable liners began in the early 2000s (Dupal 2002, Dean 2003). This paper presents the technical challenges, solutions, and testing of a novel monodiameter system that expands 11-3/4 in. 47 lb/ft pipe which can result in a post-expansion drift diameter of 12-1/4 in. Finite element analysis helped transform the concept from the theoretical system to field execution. The work efforts show the successful testing of the monobore system at surface, and the resulting field trials demonstrate the ability of the technology to fulfil the installation objectives. In addition, the success of the methodology has led to the development of additional monobore system sizes.

Author(s):  
T Kuboki ◽  
H Furuta ◽  
H Yoshikawa ◽  
Y Neishi ◽  
M Akiyama

Die design was optimized for suppressing the void growth in multi-pass drawing. The void index to evaluate the void fraction in multi-pass drawing was first proposed, based on the well-known equation to predict the fracture limit in cold working. Using finite element analysis, the influence of die geometries on the void index was investigated and dies were designed to have the effect of suppressing void with the least minimum die length. A series of experiments was then carried out to verify the validity of the numerical analysis. The densities of drawn bars were measured and voids in microstructures were observed to verify the validity of the proposed void index.


2011 ◽  
Vol 243-249 ◽  
pp. 5506-5511 ◽  
Author(s):  
Kun Zhu ◽  
Er Yu Zhu ◽  
Wei Yang

Based on the result of investigation of farmer’s house in Beijing, a finite element model of reinforced brick wall with a open hole was established, using the ANSYS finite element analysis software. Besides, several reinforcement ways were compared and analyzed. The differences of the maximum displacement and the stress value of different models in the same force condition were discussed. As a result, we put forward a reference reinforcement model.


2021 ◽  
Vol 12 ◽  
Author(s):  
Lin Qi ◽  
Wenbo Zhu ◽  
Wei Qian ◽  
Lisheng Xu ◽  
Ying He ◽  
...  

At present, percutaneous coronary intervention (PCI) is the most effective treatment of coronary artery stenosis. However, in case post-dilation of the stent is needed, the tip of the commonly used post-dilation balloon catheter cannot always pass through the stent smoothly, especially when it is situated in the curved part of the vessel. To improve the performance of traditional post-dilation balloon catheter, a preliminary design of a novel catheter with a spherical-tip is proposed. Since the performance of this spherical-tip catheter is still unclear, in this study, finite element analysis (FEA) and experimental validation of blood vessel with different curvature radii were performed to test and evaluate the performance of the spherical-tip catheter design. The comparative results between the two types of catheters demonstrate that in the simulated post-dilation process, the spherical-tip catheter is easier to pass through the stent placed in the curved vessel without the deformation of the stent strut, and can theoretically reduce the operation time and improve the safety of the operation. Furthermore, the strong consistency between simulation and experiment indicates that the finite element (FE) model can be a helpful tool for future optimization and evaluation of novel catheters, so as to save time and budget in product development and reduce/replace animal studies.


1990 ◽  
Vol 112 (1) ◽  
pp. 57-64 ◽  
Author(s):  
Z.-R. Don ◽  
Q.-F. Zhao ◽  
C.-C. Song ◽  
T.-Y. P. Chang

This paper is concerned with the nonlinear structural responses of steel liner-reinforced concrete penstocks of a concrete dam subjected to an internal pressure. The study reported herein consists of three major parts: 1) testing of two large penstock specimens, 2) a quasi-analytical solution for preliminary design, and 3) a detailed nonlinear finite element analysis. Each of the three parts are described in the paper with some detail. The quasi-analytical solution, although limited in geometric modeling, can give reasonable predictions on the overall deformation behavior and the ultimate failure strengths of penstocks in question. The finite element analysis, on the other hand, provided more detailed development and distribution of concrete cracking as a function of the applied pressure.


Author(s):  
Nader Yoosef-Ghodsi ◽  
Mamdouh Salama ◽  
Qishi Chen

The FAST-Pipe™ concept involves wrapping a conventional strength steel pipe (e.g. X70), whose thickness is selected to satisfy axial and bending load requirement, with dry fibreglass to achieve the pressure load requirement. FAST-Pipe™ offers several technical and economical advantages over high strength steel concepts. Since FAST-Pipe™ is a new technology, there is a need to develop analytical methods for its design. This paper describes the finite element analysis (FEA) models used to predict experimental response. The calibration of the FEA models for FAST-Pipe™ involved the pressure-strain history, the burst pressure, the moment curvature history and the bending strain capacity of FAST-Pipe™ subjected to a combination of internal pressure, axial force and bending. The finite element program ABAQUS was used to develop shell models capable of simulating the burst and bending behaviour of FAST-Pipe™. Several burst and bend tests performed on 48- and 12-inch pipes were used to verify and calibrate the finite element analysis models. The effects of the type of steel-fibre bond, the thickness of the wrap, the wrap elastic modulus and the steel yield criteria were studied for the bend model. In the main FEA bend models, no bond was assumed to exist between the steel liner and the wrap in the hoop direction, and the steel liner was modelled using an elastic-plastic, kinematic hardening material model with an initially shifted yield surface. The failure of both the burst and bend models was defined as the point where the wrap hoop strain reached a failure strain of about 2%. The implementation of the FEA burst model was validated based on the burst test results. The assumption of no bond in the hoop direction and full bond in other directions resulted in reasonable predictions of the bending strain capacity. The autofrettage process influenced only the initial part of the moment-curvature response of a FAST-Pipe™ by producing a stiffer response, without significantly affecting the bending strain at failure and moment capacity. The wrap elastic modulus value and the type of yield criteria used for the steel liner had no significant effect on the moment capacity reached by the FEA models.


1996 ◽  
Vol 5 (5) ◽  
pp. 096369359600500 ◽  
Author(s):  
F. Z. Hu ◽  
C. Soutis

The purpose of this paper is to evaluate a recently developed analytical model [1] which determines the interlaminar stress distributions around a circular hole in symmetric composite laminates under in-plane tensile loading. For this purpose, a three-dimensional finite element analysis is performed and the stress distributions for symmetric cross-ply laminates are presented This work is relevant to the prediction of delamination onset load and location around the discontinuity.


2005 ◽  
Vol 127 (1) ◽  
pp. 173-181 ◽  
Author(s):  
Takashi Kuboki ◽  
Masaaki Abe ◽  
Yutaka Neishi ◽  
Masayoshi Akiyama

The concept for die-geometry design is shown to suppress void growth in multi-pass drawing. First, the void index to evaluate the void fraction in multi-pass drawing was newly proposed based on the well-known equation to predict the fracture limit in cold working. Using finite element analysis, the influence of die geometries on the void index was investigated and it was clarified that the extra-low-angle die is effective whatever reduction in area is adopted. Moreover, dies were designed to have the effect of suppressing void with the minimum die length. A series of experiments was then carried out that successfully verified the numerical results.


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