11501nam 22006973 450 991106922720332120260306080324.03-527-85477-03-527-85479-73-527-85478-99783527854776(MiAaPQ)EBC32597540(Au-PeEL)EBL32597540(CKB)45610507200041(OCoLC)1577548763(FI-CZ)9783527854776(EXLCZ)994561050720004120260306d2026 uy 0engurcnu||||||||txtrdacontentcrdamediacrrdacarrierMarine Corrosion of Steels Mechanisms and AI-Driven Solutions1st ed.Newark :John Wiley & Sons, Incorporated,2026.©2026.1 online resource (611 pages)3-527-35593-6 Cover -- Title Page -- Copyright -- Contents -- Foreword -- Preface -- Chapter 1: Stress Corrosion Behavior of High-manganese Steel in Polluted Marine Atmospheric Environments -- 1.1 Introduction -- 1.2 Early-stage Corrosion Initiation Behaviors of Composite Inclusions in High-manganese Steel -- 1.2.1 Materials and Methods -- 1.2.1.1 Materials and Solutions -- 1.2.1.2 Material Microstructure Characterization -- 1.2.1.3 Electrochemical Testing -- 1.2.1.4 Microcellular Surface Potential Measurements -- 1.2.1.5 In-situ Immersion Test for Inclusions -- 1.2.2 Physicochemical Properties and Localized Corrosion Behavior -- 1.2.2.1 Physicochemical Properties of High-manganese Steel -- 1.2.2.2 Typical Inclusions Morphology and Micro-zone Electrochemistry in High-manganese Steel -- 1.2.2.3 Micro-corrosion of Inclusion Areas -- 1.3 Corrosion Behaviors and Mechanisms of High-manganese Steel in Sulfur- and Chloride-containing Environments -- 1.3.1 Materials Fabrication and Characterization -- 1.3.1.1 Materials -- 1.3.1.2 Cyclic Immersion Acceleration Test -- 1.3.1.3 Analysis of Corrosion Products -- 1.3.1.4 Rust-layer Electrochemical Testing -- 1.3.2 Corrosion Behavior and Electrochemical Characteristics -- 1.3.2.1 Corrosion Weight Loss and Corrosion Rate -- 1.3.2.2 Analysis of Corrosion Products -- 1.3.2.3 Analysis of Corrosion Morphology -- 1.3.2.4 Electrochemical Analysis of Rust Layer -- 1.3.3 Corrosion Mechanism -- 1.4 Research on the SCC Behaviors and Mechanisms of High-manganese Steel in Sulfur- and Chloride-containing Environments -- 1.4.1 Experimental Content -- 1.4.1.1 Materials -- 1.4.1.2 Constant-load U-bend Circumferential Dip Test -- 1.4.1.3 Slow Strain Rate Tensile Test -- 1.4.2 Stress Corrosion Behavior -- 1.4.2.1 Behavioral Analysis of High-manganese Steel U-bend SCC -- 1.4.2.2 Analysis of Stress-Strain Curves for High-manganese Steel.1.4.2.3 Analysis of Fracture Morphology of High-manganese Steel -- 1.4.3 SCC Mechanism -- 1.5 Chapter Summary -- References -- Chapter 2: Corrosion Fatigue Behavior of High-manganese Steel in Atmospheric Environment -- 2.1 Introduction -- 2.2 Early Corrosion Initiation Behavior of High-manganese Steel in Simulated Atmospheric Environment -- 2.2.1 Experimental Materials and Methods -- 2.2.1.1 Materials and Solutions -- 2.2.1.2 Experimental Method -- 2.2.2 Material Microstructure Properties and Localized Corrosion Emergence Behavior -- 2.2.2.1 Microstructure and Mechanical Properties -- 2.2.2.2 Morphologies and Properties of Typical Inclusions -- 2.2.2.3 Inclusion-induced Corrosion Initiation -- 2.3 Corrosion Laws and Mechanisms of High-manganese Steel in Simulated Atmospheric Environments -- 2.3.1 Fabrication and Characterization of Materials -- 2.3.1.1 Materials -- 2.3.1.2 Cyclic Wetting and Drying Experiment -- 2.3.1.3 Electrochemical Testing -- 2.3.1.4 Analysis of Corrosion Products -- 2.3.2 Corrosion Behavior and Characteristics -- 2.3.2.1 Corrosion Weight Loss and Corrosion Rate -- 2.3.2.2 Analysis of Rust-layer Cross-section -- 2.3.2.3 Rust-layer Product Characteristics -- 2.3.2.4 Electrochemical Analysis of Rust Layers -- 2.3.2.5 Corrosion Morphology -- 2.3.3 Corrosion Electrochemical Processes of High-manganese Steel -- 2.4 Corrosion Fatigue Laws and Mechanisms of High-manganese Steel in Simulated Atmospheric Environments -- 2.4.1 Experimental Materials and Methods -- 2.4.1.1 Materials -- 2.4.1.2 Axial Stress Corrosion Fatigue Experiment -- 2.4.1.3 Characterization of Corrosion Fatigue Cracks -- 2.4.2 Electrochemical Properties and Corrosion Fatigue Behavior -- 2.4.2.1 Electrochemical Testing -- 2.4.2.2 Corrosion Fatigue Behavior -- 2.4.2.3 Morphology of Corrosion Fatigue Fracture Surface.2.4.2.4 Analysis of Secondary Cracks due to Corrosion Fatigue -- 2.4.3 Corrosion Fatigue Mechanism of High-manganese Steel in Simulated Atmospheric Environments -- 2.5 Chapter Summary -- References -- Chapter 3: Effect of Microalloying Elements on the Corrosion Resistance of Low-density Steel -- 3.1 Introduction -- 3.2 Effect of Cr and Ni on the Corrosion Resistance of Fe-Mn-Al-C Low-density Steel -- 3.2.1 Experimental Section -- 3.2.1.1 Materials -- 3.2.1.2 Characterization of Experimental Material Microstructure -- 3.2.1.3 Accelerated Indoor Simulation of Marine Atmospheric Environment Experiments -- 3.2.1.4 Analysis of Corrosion Products and Morphologies of Specimens After Rust Removal -- 3.2.1.5 Macroelectrochemical Testing at the Initial Stage of Corrosion -- 3.2.1.6 Macroelectrochemical Experiments for Short-term Immersion -- 3.2.1.7 Real-time Corrosion Monitoring Experiment for Short-term Immersion -- 3.2.1.8 Random Forest Modeling Analysis -- 3.2.2 Basic Material Properties and Corrosion Behavior -- 3.2.2.1 Microstructure Analysis -- 3.2.2.2 Density and Mechanical Properties Analysis -- 3.2.2.3 Corrosion Morphology -- 3.2.2.4 Corrosion Kinetics Analysis -- 3.2.2.5 Macroelectrochemical Properties -- 3.2.3 Study on the Dynamic Corrosion Process of Fe-Mn-Al-C Low-density Steel by Alloying Elements -- 3.2.3.1 Real-time Monitoring and Analysis of Short-term Immersion Corrosion -- 3.2.3.2 RF Modeling Analysis -- 3.3 Effect of Cr-Ni Microalloying on the Corrosion Resistance of Fe-Mn-Al-C Low-density Steel with Heat Treatment -- 3.3.1 Materials and Methods -- 3.3.1.1 Materials -- 3.3.1.2 Microstructure Characterization -- 3.3.1.3 Mechanical Performance Testing -- 3.3.1.4 Immersion Test -- 3.3.1.5 Periodic Immersion Experiment -- 3.3.1.6 Corrosion Morphology and Corrosion Product Analysis -- 3.3.1.7 Macroelectrochemical Experiment.3.3.1.8 Thermodynamic Calculations -- 3.3.1.9 Immersion Corrosion Real-time Experiment -- 3.3.1.10 RF Modeling Analysis -- 3.3.2 Characterization of Basic Properties and Corrosion Behavior -- 3.3.2.1 Microstructure -- 3.3.2.2 Mechanical Properties -- 3.3.2.3 Corrosion Morphology -- 3.3.2.4 Corrosion Rate -- 3.3.2.5 Corrosion Product -- 3.3.2.6 Electrochemical Properties -- 3.3.2.7 Thermodynamic Calculation Analysis -- 3.3.3 Corrosion Mechanism of Heat-treated Low-density Steel with Addition of Alloying Elements -- 3.3.4 Analysis of Corrosion Model for Fe-Mn-Al-C-Type Low-density Steel Based on Corrosion Big Data -- 3.3.4.1 Dynamic Corrosion Current -- 3.3.4.2 RF Modeling Analysis -- 3.3.4.3 Validation of RF Prediction Data -- 3.3.4.4 Analysis of Feature Variable Correlation -- 3.4 Chapter Summary -- References -- Chapter 4: Interaction of Multiple Corrosion Modes During the Degradation of Titanium-Steel Composites -- 4.1 Introduction -- 4.2 Corrosion Mechanism of TA2-Q345B Composite Plate -- 4.2.1 Experimental Procedures -- 4.2.1.1 Material Preparation -- 4.2.1.2 Crystallographic Information and Microstructural Analysis -- 4.2.1.3 Electrochemical Testing -- 4.2.1.4 Immersion Testing -- 4.2.1.5 Micro-region Electrochemical Testing -- 4.2.1.6 Thermodynamic Calculations -- 4.2.2 Corrosion Behavior of TA2-Q345B Composite Plates -- 4.2.2.1 Microstructure of TA2-Q345B Composite Plate -- 4.2.2.2 Corrosion Resistance of Titanium-Steel Composite Plates -- 4.2.2.3 Surface Morphology of Titanium-Steel Composite Samples After Immersion Test -- 4.2.2.4 The Localized Electrochemical Properties Associated with the Inclusion of Al2O3-MnS -- 4.2.3 Corrosion Mechanism -- 4.3 Degradation Process of TA2-Q345B Composite Sheet in Synthetic Contaminated Seawater Environment -- 4.3.1 Materials and Methods -- 4.3.1.1 Analysis of Corrosion Morphology and Corrosion Products.4.3.1.2 Weight Loss Calculation -- 4.3.1.3 Electrochemical Testing -- 4.3.2 Corrosion Behavior of TA2-Q345B Composite Plates in Polluted Marine Solutions -- 4.3.2.1 Surface Morphology Observation After Immersion Experiments -- 4.3.2.2 Corrosion Morphologies of Point Defects in Titanium-Steel Composite Plates -- 4.3.2.3 Influence of Point Defects on the Corrosion Rate of Titanium-Steel Composite Plates in Simulated Marine Solutions -- 4.3.3 Galvanic Current and Galvanic Potential in Simulated Polluted Marine Solutions -- 4.3.3.1 Point Defects in Titanium Alloy and Q345B -- 4.3.4 Effect of Linear Defects on the Corrosion Rate of Titanium-Steel Composite Plates -- 4.3.4.1 Corrosion Product Analysis After Immersion Experiments -- 4.3.4.2 The Corrosion Kinetics of Titanium-Steel Composite Plates in a Marine Environment -- 4.3.4.3 Corrosion Resistance of Titanium-Steel Composite Plates in Polluted Marine Environments -- 4.3.5 Corrosion Mechanism -- 4.4 Chapter Summary -- References -- Chapter 5: Effects of Corrosion Inhibitors and Flow Rate on the Corrosion Resistance of Ductile Iron Pipes -- 5.1 Introduction -- 5.2 Study on the Difference of Microstructure and Corrosion Resistance -- 5.2.1 Materials and Methods -- 5.2.2 Material Structure Characterization Analysis -- 5.3 Corrosion Resistance Difference of Materials in Simulated Solutions -- 5.3.1 Experimental Materials and Methods -- 5.3.1.1 Materials and Solutions -- 5.3.1.2 Electrochemical Test -- 5.3.2 Study on the Difference of Corrosion Resistance of Materials in the Environment Without Corrosion Inhibitor -- 5.3.2.1 OCP Analysis -- 5.3.2.2 Polarization Curve Analysis -- 5.3.2.3 EIS Analysis -- 5.3.3 Effect of Environmental Factors on Corrosion Kinetics of Ball-milled Cast Iron in Corrosion Inhibitor-free Solution -- 5.3.4 Corrosion Resistance of Materials in Corrosion Inhibitor Environment.5.3.4.1 Corrosion Resistances of Three Materials Under the Environment of Ethanolamine.Bridges corrosion science and artificial intelligence to advance durable, high-performance marine steels Understanding and controlling the corrosion of steels in marine environments is a critical challenge for modern engineering, with far-reaching implications for safety, durability, and sustainability.TekoälybisacMekaaninenbisacMateriaalitiedebisacKonetekniikkathemaMateriaalioppithemaTekoälythemaTekoälyMekaaninenMateriaalitiedeKonetekniikkaMateriaalioppiTekoäly620.1723Liu Chao1839159Wang Bingqin2003724Li Xiaogang1839160Zhang Shasha2003725Li Zhong352225MiAaPQMiAaPQMiAaPQBOOK9911069227203321Marine Corrosion of Steels4789337UNINA04219nam 2200793 a 450 991113753050332120260415133258.09786612716034978128271603212827160349783110221848311022184510.1515/9783110221848(CKB)2670000000019195(PPN)291073840(EBL)533668(OCoLC)630543201(SSID)ssj0000426530(PQKBManifestationID)11307439(PQKBTitleCode)TC0000426530(PQKBWorkID)10393344(PQKB)10219378(MiAaPQ)EBC533668(DE-B1597)37205(OCoLC)650811823(OCoLC)719451546(DE-B1597)9783110221848(Au-PeEL)EBL533668(CaPaEBR)ebr10385987(CaONFJC)MIL271603(Perlego)653146(EXLCZ)99267000000001919520100614d2010 uy 0engur||#||||||||txtccrQuantum invariants of knots and 3-manifolds /Vladimir G. Turaev2nd rev. ed.Berlin De Gruyter20101 online resource (604 p.)De Gruyter studies in mathematics,0179-0986 ;18Description based upon print version of record.9783110221831 3110221837 Includes bibliographical references (p. [571]-588) and index.pt. 1. Towards topological field theory -- pt. 2. The shadow world -- pt. 3. Towards modular categories.Due to the strong appeal and wide use of this monograph, it is now available in its second revised edition. The monograph gives a systematic treatment of 3-dimensional topological quantum field theories (TQFTs) based on the work of the author with N. Reshetikhin and O. Viro. This subject was inspired by the discovery of the Jones polynomial of knots and the Witten-Chern-Simons field theory. On the algebraic side, the study of 3-dimensional TQFTs has been influenced by the theory of braided categories and the theory of quantum groups. The book is divided into three parts. Part I presents a construction of 3-dimensional TQFTs and 2-dimensional modular functors from so-called modular categories. This gives a vast class of knot invariants and 3-manifold invariants as well as a class of linear representations of the mapping class groups of surfaces. In Part II the technique of 6j-symbols is used to define state sum invariants of 3-manifolds. Their relation to the TQFTs constructed in Part I is established via the theory of shadows. Part III provides constructions of modular categories, based on quantum groups and skein modules of tangles in the 3-space. This fundamental contribution to topological quantum field theory is accessible to graduate students in mathematics and physics with knowledge of basic algebra and topology. It is an indispensable source for everyone who wishes to enter the forefront of this fascinating area at the borderline of mathematics and physics. From the contents: Invariants of graphs in Euclidean 3-space and of closed 3-manifolds Foundations of topological quantum field theory Three-dimensional topological quantum field theory Two-dimensional modular functors 6j-symbols Simplicial state sums on 3-manifolds Shadows of manifolds and state sums on shadows Constructions of modular categoriesDe Gruyter studies in mathematics ;18.Quantum field theoryKnot theoryThree-manifolds (Topology)InvariantsQuantum field theory.Knot theory.Three-manifolds (Topology)Invariants.514.2242514.34SK 320rvkTuraev V. G(Vladimir G.),1954-67205MiAaPQMiAaPQMiAaPQBOOK9911137530503321Quantum invariants of knots and 3-manifolds1106738UNINA