Monotonic and ultra-low-cycle fatigue behaviour of pipeline steels :
General Material Designation
[Book]
Other Title Information
experimental and numerical approaches /
First Statement of Responsibility
António Augusto Fernandes, Abílio M.P. de Jesus, Renato Natal Jorge, editors.
.PUBLICATION, DISTRIBUTION, ETC
Place of Publication, Distribution, etc.
Cham, Switzerland :
Name of Publisher, Distributor, etc.
Springer,
Date of Publication, Distribution, etc.
2018.
PHYSICAL DESCRIPTION
Specific Material Designation and Extent of Item
1 online resource
CONTENTS NOTE
Text of Note
Intro; Authors; Preface; Contents; 1 Introduction; 1.1 Integrity Challenges of Pipeline Systems Design; 1.2 Review of Damage Models for Cyclic Loading; 1.2.1 Models for Ductile Damage; 1.2.2 The Cyclic Void Growth Model (CVGM); 1.2.3 The Effective Damage Concept (EDC); 1.2.4 Leblond- Perrin-Devaux Model (LPD); 1.2.5 Continuum Damage Mechanics Models (CDM); 1.2.5.1 Yield Surface Models; 1.2.5.2 Armstrong-Fredrick Plasticity Model; 1.2.5.3 Tseng-Lee Model; 1.2.5.4 Lemaitre Model for Ductile Damage; Non-local Damage Model; 1.3 Review of Damage Models for Monotonic Loading; References.
Text of Note
2 Small-Scale Monotonic Test Data of Smooth and Notched Specimens2.1 Introduction; 2.2 Steel Grades and Pipeline Components; 2.3 Experimental Program and Specimens Description; 2.4 Static Tensile Test Data from Smooth Specimens; 2.5 Static Tensile Tests on Round Notched Specimens; 2.6 Monotonic Torsion Tests Combined with Tension or Compression Loading; 2.7 Special Monotonic Tests on Smooth or Notched Specimens; References; 3 Small-Scale Cyclic Test Data of Smooth and Notched Geometries; 3.1 Introduction; 3.2 Cyclic Tension-Compression Testing on Smooth and Notched Specimens.
Text of Note
3.3 Special Cyclic Tests on Smooth or Notched SpecimensReferences; 4 Large-Scale Monotonic Tests of Piping Components; 4.1 Introduction; 4.2 Large Diameter UOE Pipeline, X80 Steel Grade (Case 1); 4.3 Large Diameter UOE Pipeline, X70 Steel Grade (Case 2); 4.4 Pipelines for Onshore Application, X52 Steel Grade (Case 3); Reference; 5 Large-Scale Cyclic Tests of Piping Components; 5.1 Introduction; 5.2 Full Scale Tests Under Cycling Loading of Buckled and Dented Pipelines of X52 Steel Grade; 5.2.1 Introduction; 5.2.2 Geometrical Properties of Specimens and Thickness Measurements.
Text of Note
5.2.3 Setup Description5.2.4 Monotonic Denting Test Results; 5.2.5 Cyclic Bending Test Results of Dented Specimens; 5.2.6 Monotonic Buckling Test Results; 5.2.7 Cyclic Bending Test Results for Buckled Specimens; 5.3 Full Scale Tests of Elbows Under ULCF Cyclic Loading; 5.3.1 Introduction; 5.3.2 Description of the Elbow Specimens; 5.3.3 Description of the Test Setup for Elbows; 5.3.4 Description of the Test Measurements; 5.3.5 Test Procedure for Cyclic Loading of Elbows; 5.3.6 Determination of Cyclic Test Parameters; 5.3.7 Experimental Results for Cyclic Loading.
Text of Note
5.4 Full-Scale Tests of Straight Pipes of X60 and X65 Steel Grades Under Cyclic Loading5.4.1 Introduction; 5.4.2 Setup Design; 5.4.3 Test Parameters; 5.4.4 Link with Small-Scale Test Program; 5.4.5 Test Samples; 5.4.6 Large Scale Tests Results; 5.4.6.1 Tests Overview; 5.4.6.2 Sample A-Test Results; 5.4.6.3 Sample B-Test Results; 5.4.6.4 Sample C-Test Results; 5.4.6.5 Sample D-Test Results; Appendix 5A; Loading Amplitudes Used in the ULCF Tests of Elbows; Reference; 6 Constitutive Modelling for Plastic Monotonic and Cyclic Damage Behaviour; 6.1 Introduction.
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SUMMARY OR ABSTRACT
Text of Note
This book covers the development of innovative computational methodologies for the simulation of steel material fracture under both monotonic and ultra-low-cycle fatigue. The main aspects are summarized as follows: i) Database of small and full-scale testing data covering the X52, X60, X65, X70 and X80 piping steel grades. Monotonic and ULCF tests of pipe components were performed (buckled and dented pipes, elbows and straight pipes).ii) New constitutive models for both monotonic and ULCF loading are proposed. Besides the Barcelona model, alternative approaches are presented such as the combined Bai-Wierzbicki-Ohata-Toyoda model. iii) Developed constitutive models are calibrated and validated using experimentally derived testing data. Guidelines for damage simulation are included. The book could be seen as a comprehensive repository of experimental results and numerical modeling on advanced methods dealing with Ultra Low Cycle Fatigue of Pipelines when subjected to high strain loading conditions.