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Probabilistic Strain-Based Fracture Mechanics Analysis of Weldments

Probabilistic Strain-Based Fracture Mechanics Analysis of Weldments PDF Author: Rakesh Ranjan
Publisher:
ISBN:
Category :
Languages : en
Pages :

Book Description
Welded joints are considered to be one of the most critical locations in structural components from a fatigue perspective because of high stress concentrations near the weld toe region, the presence of tensile residual stresses, and defects from the welding process. New welding techniques like friction stir welding (FSW) and post-weld treatment technologies like high-frequency mechanical impact (HFMI) treatment have a strong potential to improve the fatigue performance of welded joints. However, it is essential to carefully examine the effectiveness and limitations of these new welding techniques and treatment technologies to ensure their reliable fatigue performance in service. Often, new technology is not employed until it has been proven to be reliable through years of performance under real-life service conditions. The design of welded joints fabricated using new technologies poses another challenge for structural engineers, which is, how to design a component for which there are no design codes or code-specified quality control criteria. In the absence of such design codes, designers often refer to non-compulsory guidelines, which may only be applicable to components fabricated with older technologies. This can result in overly conservative designs. In the absence of specific quality control criteria for components fabricated with new welding technologies like FSW, existing design codes usually recommend quality control criteria based on "best practice" rather than relating defect size to fatigue performance. Against this background, this thesis aims to study FSW joints and HFMI treated joints, from a fracture mechanics perspective, which will contribute to the development of performance-based design provisions and quality control criteria for welds employing these technologies. FSW joints have been found to have better fatigue performance than arc welded joints. While the tolerance window for the FSW process is wide, there is a possibility of having defects in these joints, which can severely affect the fatigue performance. In this study, a comprehensive testing program was carried out to study the fatigue performance of FSW joints with intentionally introduced defects including angular misalignment, toe flash, lack of penetration or "kissing bond", and wormhole defects. As fatigue testing becomes time-consuming and expensive, numerical modelling and simulation provide complementary ways to assess the effects of parameter variations on fatigue performance. With this in mind, a previously-developed strain-based fracture mechanics (SBFM) model is improved and extended in this thesis to study the fatigue behavior of FSW aluminum joints. In its previous form, the employed SBFM model was capable of performing a one-dimensional (1D) crack propagation analysis. For each crack size, the crack shape was allowed to evolve using a pre-defined crack shape evolution function. In the current work, the existing 1D model was first programmed in MATLAB and then improvements in the existing model related to failure criteria were made. Subsequently, the model was extended to perform 2D fracture mechanics analysis. This improved 2D SBFM model is applied to assess the fatigue behaviour of HFMI treated A514 steel and 5083 aluminum welds (welded using metal inert gas welding process). Fatigue tests of as-welded and HFMI treated specimens were carried out to validate the prediction capability of the 2D SBFM model. A comprehensive material testing program was also carried out to estimate the input parameters required by the 2D model. With inputs obtained from material tests, the 2D model shows a reasonably good agreement between the fatigue life obtained from the model and the experiments. A sensitivity analysis is performed with the 2D model to identify the most important parameters, which affect the behaviour of HFMI treated welds. Following the deterministic SBFM analysis of FSW and HFMI treated joints, the 2D SBFM model is extended to a probabilistic framework to obtain probabilistic stress-life curves (i.e. curves associated with a specific survival probability). To do this, statistical distributions of the input parameters are first defined. The resulting probabilistic stress-life curves are then compared with the available design curves and the differences are highlighted. The presented probabilistic analysis demonstrates how the 2D SBFM model can serve as a useful analytical tool for developing quality control guidelines and reliability-based design curves for the HFMI treatment technology, which is applicable to a broad range of materials (e.g. various grades of steel and aluminum), scales, and cyclic loading conditions, beyond what can be practically investigated in a purely experimental program.

Probabilistic Strain-Based Fracture Mechanics Analysis of Weldments

Probabilistic Strain-Based Fracture Mechanics Analysis of Weldments PDF Author: Rakesh Ranjan
Publisher:
ISBN:
Category :
Languages : en
Pages :

Book Description
Welded joints are considered to be one of the most critical locations in structural components from a fatigue perspective because of high stress concentrations near the weld toe region, the presence of tensile residual stresses, and defects from the welding process. New welding techniques like friction stir welding (FSW) and post-weld treatment technologies like high-frequency mechanical impact (HFMI) treatment have a strong potential to improve the fatigue performance of welded joints. However, it is essential to carefully examine the effectiveness and limitations of these new welding techniques and treatment technologies to ensure their reliable fatigue performance in service. Often, new technology is not employed until it has been proven to be reliable through years of performance under real-life service conditions. The design of welded joints fabricated using new technologies poses another challenge for structural engineers, which is, how to design a component for which there are no design codes or code-specified quality control criteria. In the absence of such design codes, designers often refer to non-compulsory guidelines, which may only be applicable to components fabricated with older technologies. This can result in overly conservative designs. In the absence of specific quality control criteria for components fabricated with new welding technologies like FSW, existing design codes usually recommend quality control criteria based on "best practice" rather than relating defect size to fatigue performance. Against this background, this thesis aims to study FSW joints and HFMI treated joints, from a fracture mechanics perspective, which will contribute to the development of performance-based design provisions and quality control criteria for welds employing these technologies. FSW joints have been found to have better fatigue performance than arc welded joints. While the tolerance window for the FSW process is wide, there is a possibility of having defects in these joints, which can severely affect the fatigue performance. In this study, a comprehensive testing program was carried out to study the fatigue performance of FSW joints with intentionally introduced defects including angular misalignment, toe flash, lack of penetration or "kissing bond", and wormhole defects. As fatigue testing becomes time-consuming and expensive, numerical modelling and simulation provide complementary ways to assess the effects of parameter variations on fatigue performance. With this in mind, a previously-developed strain-based fracture mechanics (SBFM) model is improved and extended in this thesis to study the fatigue behavior of FSW aluminum joints. In its previous form, the employed SBFM model was capable of performing a one-dimensional (1D) crack propagation analysis. For each crack size, the crack shape was allowed to evolve using a pre-defined crack shape evolution function. In the current work, the existing 1D model was first programmed in MATLAB and then improvements in the existing model related to failure criteria were made. Subsequently, the model was extended to perform 2D fracture mechanics analysis. This improved 2D SBFM model is applied to assess the fatigue behaviour of HFMI treated A514 steel and 5083 aluminum welds (welded using metal inert gas welding process). Fatigue tests of as-welded and HFMI treated specimens were carried out to validate the prediction capability of the 2D SBFM model. A comprehensive material testing program was also carried out to estimate the input parameters required by the 2D model. With inputs obtained from material tests, the 2D model shows a reasonably good agreement between the fatigue life obtained from the model and the experiments. A sensitivity analysis is performed with the 2D model to identify the most important parameters, which affect the behaviour of HFMI treated welds. Following the deterministic SBFM analysis of FSW and HFMI treated joints, the 2D SBFM model is extended to a probabilistic framework to obtain probabilistic stress-life curves (i.e. curves associated with a specific survival probability). To do this, statistical distributions of the input parameters are first defined. The resulting probabilistic stress-life curves are then compared with the available design curves and the differences are highlighted. The presented probabilistic analysis demonstrates how the 2D SBFM model can serve as a useful analytical tool for developing quality control guidelines and reliability-based design curves for the HFMI treatment technology, which is applicable to a broad range of materials (e.g. various grades of steel and aluminum), scales, and cyclic loading conditions, beyond what can be practically investigated in a purely experimental program.

Probabilistic Strain Based Approach

Probabilistic Strain Based Approach PDF Author: M.V.N. Sivakumar
Publisher: LAP Lambert Academic Publishing
ISBN: 9783659308154
Category :
Languages : en
Pages : 180

Book Description
This monograph presents a new strain based probabilistic fracture mechanics approach for large plastic deformation analysis of through wall cracked pipes subject to an external bending load in combination with internal pressure (bi-axial loading). Strain-based fracture mechanics equations, including the effects of bi-axial loading have been presented to study the behavior of through wall cracked pipes.High Dimensional Model Representation concepts are explored to approximate the original implicit limit state/performance function in terms of crack length, internal pressure and material hardening. Subsequently the failure probability is obtained by performing Monte Carlo simulation.In addition, studies on off-center through wall cracked pipes have been carried out, to observe the effect of off-center angle on fracture response and failure probability.The study well emphasized the capacity of the off-centered cracked pipes in comparison with the symmetrically centered cracked pipe.Finally, an alternate procedure for J-estimation is proposed using reference strain formulations for assessing the fracture response of the through wall cracked pipes subjected to bi-axial loading.

Fracture and Fatigue of Welded Joints and Structures

Fracture and Fatigue of Welded Joints and Structures PDF Author: K Macdonald
Publisher: Elsevier
ISBN: 0857092502
Category : Technology & Engineering
Languages : en
Pages : 353

Book Description
The failure of any welded joint is at best inconvenient and at worst can lead to catastrophic accidents. Fracture and fatigue of welded joints and structures analyses the processes and causes of fracture and fatigue, focusing on how the failure of welded joints and structures can be predicted and minimised in the design process.Part one concentrates on analysing fracture of welded joints and structures, with chapters on constraint-based fracture mechanics for predicting joint failure, fracture assessment methods and the use of fracture mechanics in the fatigue analysis of welded joints. In part two, the emphasis shifts to fatigue, and chapters focus on a variety of aspects of fatigue analysis including assessment of local stresses in welded joints, fatigue design rules for welded structures, k-nodes for offshore structures and modelling residual stresses in predicting the service life of structures.With its distinguished editor and international team of contributors, Fracture and fatigue of welded joints and structures is an essential reference for mechanical, structural and welding engineers, as well as those in the academic sector with a research interest in the field. - Analyses the processes and causes of fracture and fatigue, focusing predicting and minimising the failure of welded joints in the design process - Assesses the fracture of welded joints and structure featuring constraint-based fracture mechanics for predicting joint failure - Explores specific considerations in fatigue analysis including the assessment of local stresses in welded joints and fatigue design rules for welded structures

Fatigue and Fracture of Weldments

Fatigue and Fracture of Weldments PDF Author: Uwe Zerbst
Publisher: Springer
ISBN: 3030040739
Category : Technology & Engineering
Languages : en
Pages : 174

Book Description
This book provides a comprehensive and thorough guide to those readers who are lost in the often-confusing context of weld fatigue. It presents straightforward information on the fracture mechanics and material background of weld fatigue, starting with fatigue crack initiation and short cracks, before moving on to long cracks, crack closure, crack growth and threshold, residual stress, stress concentration, the stress intensity factor, J-integral, multiple cracks, weld geometries and defects, microstructural parameters including HAZ, and cyclic stress-strain behavior. The book treats all of these essential and mutually interacting parameters using a unique form of analysis.

Probabilistic Fracture Mechanics Evaluation of Local Brittle Zones in HSLA-80 Steel Weldments

Probabilistic Fracture Mechanics Evaluation of Local Brittle Zones in HSLA-80 Steel Weldments PDF Author: LE. Eiselstein
Publisher:
ISBN:
Category : A710 Grade A Class 3 steel
Languages : en
Pages : 17

Book Description
The engineering significance of local brittle zones in multipass, HSLA-80 steel weldments that might be subjected to large strains (such as the straining that occurs during explosive bulge testing) was evaluated through the use of probabilistic fracture mechanics. The heat-affected zone of HSLA-80 was modeled as containing only two distinct types of material along the fusion line, local brittle zones, and the gaps between them. The local brittle zones have a lower toughness than gap material, and both have toughness properties that are lower than those of the base plate. The model calculated the failure probability of weldments as they are plastically strained to various levels by simulating the growth of preexisting crack-like weld defects that are distributed along the fusion line and within the weld metal. Failure was considered to occur if weld defects link up and grow through the entire plate thickness. The model incorporates the statistical variation of the toughness for the base metal, weld metal, local brittle zones, and gap materials to model the tearing resistance along the fracture path. The probabilistic fracture mechanics modeling of typical HSLA-80 weldments indicates that the distribution and toughness of local brittle zones and gaps have a small effect on the failure probability at large plastic strains typical of explosive bulge tests. The calculated failure probabilities agree with a limited number of actual explosive bulge tests. At the large strain levels considered, the simulations showed that the failure probabilities are nearly equal to the existence probability of welding defects.

Probabilistic Fracture Mechanics and Fatigue Methods

Probabilistic Fracture Mechanics and Fatigue Methods PDF Author: J. M. Bloom
Publisher: ASTM International
ISBN: 9780803102422
Category : Technology & Engineering
Languages : en
Pages : 228

Book Description


Fatigue Life Analyses of Welded Structures

Fatigue Life Analyses of Welded Structures PDF Author: Tom Lassen
Publisher: John Wiley & Sons
ISBN: 1118614704
Category : Technology & Engineering
Languages : en
Pages : 442

Book Description
Avoiding or controlling fatigue damage is a major issue in the design and inspection of welded structures subjected to dynamic loading. Life predictions are usually used for safe life analysis, i.e. for verifying that it is very unlikely that fatigue damage will occur during the target service life of a structure. Damage tolerance analysis is used for predicting the behavior of a fatigue crack and for planning of in-service scheduled inspections. It should be a high probability that any cracks appearing are detected and repaired before they become critical. In both safe life analysis and the damage tolerance analysis there may be large uncertainties involved that have to be treated in a logical and consistent manner by stochastic modeling. This book focuses on fatigue life predictions and damage tolerance analysis of welded joints and is divided into three parts. The first part outlines the common practice used for safe life and damage tolerance analysis with reference to rules and regulations. The second part emphasises stochastic modeling and decision-making under uncertainty, while the final part is devoted to recent advances within fatigue research on welded joints. Industrial examples that are included are mainly dealing with offshore steel structures. Spreadsheets which accompany the book give the reader the possibility for hands-on experience of fatigue life predictions, crack growth analysis and inspection planning. As such, these different areas will be of use to engineers and researchers.

The Fracture Mechanics of Welds (EGF 2)

The Fracture Mechanics of Welds (EGF 2) PDF Author: European Group on Fracture. Task Group I: Elastic-Plastic Fracture Mechanics. Plenary Meeting
Publisher: Wiley-Blackwell
ISBN:
Category : Science
Languages : en
Pages : 240

Book Description
A collection of ten papers which were presented at the 12th meeting of the Task group 1 Elastic-plastic fracture mechanics of the European Group on Fracture.

Fatigue and Fracture of Weldments

Fatigue and Fracture of Weldments PDF Author: Uwe Zerbst
Publisher:
ISBN: 9783030040741
Category : Welded joints
Languages : en
Pages :

Book Description
This book provides a comprehensive and thorough guide to those readers who are lost in the often-confusing context of weld fatigue. It presents straightforward information on the fracture mechanics and material background of weld fatigue, starting with fatigue crack initiation and short cracks, before moving on to long cracks, crack closure, crack growth and threshold, residual stress, stress concentration, the stress intensity factor, J-integral, multiple cracks, weld geometries and defects, microstructural parameters including HAZ, and cyclic stress-strain behavior. The book treats all of these essential and mutually interacting parameters using a unique form of analysis.

Fracture Mechanics 2

Fracture Mechanics 2 PDF Author: Ammar Grous
Publisher: John Wiley & Sons
ISBN: 1118580060
Category : Technology & Engineering
Languages : en
Pages : 279

Book Description
This second book of a 3-volume set on Fracture Mechanics completes the first volume through the analysis of adjustment tests suited to correctly validating the justified use of the laws conforming to the behavior of the materials and structures under study. This volume focuses on the vast range of statistical distributions encountered in reliability. Its aim is to run statistical measurements, to present a report on enhanced measures in mechanical reliability and to evaluate the reliability of repairable or unrepairable systems. To achieve this, the author presents a theoretical and practice-based approach on the following themes: criteria of failures; Bayesian applied probability; Markov chains; Monte Carlo simulation as well as many other solved case studies. This book distinguishes itself from other works in the field through its originality in presenting an educational approach which aims at helping practitioners both in academia and industry. It is intended for technicians, engineers, designers, students, and teachers working in the fields of engineering and vocational education. The main objective of the author is to provide an assessment of indicators of quality and reliability to aid in decision-making. To this end, an intuitive and practical approach, based on mathematical rigor, is recommended.