Ultimate Limit State Analysis and Design of Plated Structures » książka
Ultimate Limit State Analysis and Design of Plated Structures
ISBN-13: 9781119367796 / Angielski / Twarda / 2018 / 672 str.
Ultimate Limit State Analysis and Design of Plated Structures
ISBN-13: 9781119367796 / Angielski / Twarda / 2018 / 672 str.
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Reviews and describes both the fundamental and practical design procedures for the ultimate limit state design of ductile steel plated structures The new edition of this well-established reference reviews and describes both fundamentals and practical design procedures for steel plated structures.
Preface xvii
About the Author xix
How to Use This Book xxi
1 Principles of Limit State Design 1
1.1 Structural Design Philosophies 1
1.1.1 Reliability–Based Design Format 3
1.1.2 Partial Safety Factor–Based Design Format 5
1.1.3 Failure Probability–Based Design Format 6
1.1.4 Risk–Based Design Format 7
1.2 Allowable Stress Design Versus Limit State Design 7
1.2.1 Serviceability Limit State Design 9
1.2.2 Ultimate Limit State Design 10
1.2.3 Fatigue Limit State Design 11
1.2.4 Accidental Limit State Design 15
1.3 Mechanical Properties of Structural Materials 17
1.3.1 Characterization of Material Properties 17
1.3.1.1 Young s Modulus,E 19
1.3.1.2 Poisson s Ratio,v 19
1.3.1.3 Elastic Shear Modulus,G 19
1.3.1.4 Proportional Limit, P 20
1.3.1.5 Yield Strength, Y, and Yield Strain, Y 20
1.3.1.6 Strain–Hardening Tangent Modulus, Eh, and Strain–Hardening Strain, h 20
1.3.1.7 Ultimate Tensile Strength, T 20
1.3.1.8 Necking Tangent Modulus, En 22
1.3.1.9 Fracture Strain, F, and Fracture Stress, F 22
1.3.2 Elastic Perfectly Plastic Material Model 23
1.3.3 Characterization of the Engineering Stress Engineering Strain Relationship 23
1.3.4 Characterization of the True Stress True Strain Relationship 25
1.3.5 Effect of Strain Rates 29
1.3.6 Effect of Elevated Temperatures 29
1.3.7 Effect of Cold Temperatures 30
1.3.8 Yield Condition Under Multiple Stress Components 34
1.3.9 The Bauschinger Effect: Cyclic Loading 37
1.3.10 Limits of Cold Forming 38
1.3.11 Lamellar Tearing 39
1.4 Strength Member Types for Plated Structures 39
1.5 Types of Loads 41
1.6 Basic Types of Structural Failure 42
1.7 Fabrication Related Initial Imperfections 43
1.7.1 Mechanism of Initial Imperfections 44
1.7.2 Initial Distortion Modeling 44
1.7.2.1 Plate Initial Deflection 47
1.7.2.2 Column–Type Initial Deflection of a Stiffener 56
1.7.2.3 Sideways Initial Distortion of a Stiffener 56
1.7.3 Welding Residual Stress Modeling 56
1.7.4 Modeling of Softening Phenomenon 59
1.8 Age Related Structural Degradation 60
1.8.1 Corrosion Damage 60
1.8.2 Fatigue Cracks 69
1.9 Accident Induced Damage 73
References 73
2 Buckling and Ultimate Strength of Plate Stiffener Combinations: Beams, Columns, and Beam Columns 79
2.1 Structural Idealizations of Plate Stiffener Assemblies 79
2.2 Geometric Properties 82
2.3 Material Properties 82
2.4 Modeling of End Conditions 83
2.5 Loads and Load Effects 84
2.6 Effective Width Versus Effective Breadth of Attached Plating 85
2.6.1 Shear Lag–Induced Ineffectiveness: Effective Breadth of the Attached Plating 88
2.6.2 Buckling–Induced Ineffectiveness: Effective Width of the Attached Plating 91
2.6.3 Combined Shear Lag–Induced and Buckling–Induced Ineffectiveness 93
2.7 Plastic Cross–Sectional Capacities 93
2.7.1 Axial Capacity 93
2.7.2 Shear Capacity 93
2.7.3 Bending Capacity 94
2.7.3.1 Rectangular Cross Section 94
2.7.3.2 Plate Stiffener Combination Model Cross Section 95
2.7.4 Capacity Under Combined Bending and Axial Load 96
2.7.4.1 Rectangular Cross Section 97
2.7.4.2 Plate Stiffener Combination Model Cross Section 98
2.7.5 Capacity Under Combined Bending, Axial Load, and Shearing Force 99
2.8 Ultimate Strength of the Plate Stiffener Combination Model Under Bending 100
2.8.1 Cantilever Beams 101
2.8.2 Beams Simply Supported at Both Ends 102
2.8.3 Beams Simply Supported at One End and Fixed at the Other End 103
2.8.4 Beams Fixed at Both Ends 106
2.8.5 Beams Partially Rotation Restrained at Both Ends 107
2.8.6 Lateral–Torsional Buckling 110
2.9 Ultimate Strength of the Plate Stiffener Combination Model Under Axial Compression 110
2.9.1 Large–Deflection Behavior of Straight Columns 110
2.9.2 Elastic Buckling of Straight Columns 112
2.9.3 Effect of End Conditions 113
2.9.4 Effect of Initial Imperfections 115
2.9.5 Collapse Strength of Columns 119
2.9.5.1 The Johnson Ostenfeld Formulation Method 120
2.9.5.2 The Perry Robertson Formulation Method 120
2.9.5.3 The Paik Thayamballi Empirical Formulation Method for a Steel Plate
Stiffener Combination Model 121
2.9.5.4 The Paik Empirical Formulation Method for an Aluminum Plate Stiffener Combination Model 122
2.9.6 Local Web or Flange Buckling Under Axial Compression 125
2.9.7 Lateral–Torsional Buckling Under Axial Compression 126
2.10 Ultimate Strength of the Plate Stiffener Combination Model Under Combined
Axial Compression and Bending 126
2.10.1 The Modified Perry Robertson Formulation Method 126
2.10.2 Lateral–Torsional Buckling Under Combined Axial Compression and
Bending 129
References 132
3 Elastic and Inelastic Buckling Strength of Plates Under Complex Circumstances 135
3.1 Fundamentals of Plate Buckling 135
3.2 Geometric and Material Properties 136
3.3 Loads and Load Effects 136
3.4 Boundary Conditions 137
3.5 Linear Elastic Behavior 138
3.6 Elastic Buckling of Simply Supported Plates Under Single Types of Loads 138
3.7 Elastic Buckling of Simply Supported Plates Under Two Load Components 139
3.7.1 Biaxial Compression or Tension 139
3.7.2 Longitudinal Axial Compression and Longitudinal In–Plane Bending 141
3.7.3 Transverse Axial Compression and Longitudinal In–Plane Bending 142
3.7.4 Longitudinal Axial Compression and Transverse In–Plane Bending 143
3.7.5 Transverse Axial Compression and Transverse In–Plane Bending 144
3.7.6 Biaxial In–Plane Bending 144
3.7.7 Longitudinal Axial Compression and Edge Shear 145
3.7.8 Transverse Axial Compression and Edge Shear 145
3.7.9 Longitudinal In–Plane Bending and Edge Shear 146
3.7.10 Transverse In–Plane Bending and Edge Shear 147
3.8 Elastic Buckling of Simply Supported Plates Under More than Three Load Components 147
3.9 Elastic Buckling of Clamped Plates 149
3.9.1 Single Types of Loads 149
3.9.2 Combined Loads 149
3.10 Elastic Buckling of Partially Rotation Restrained Plates 149
3.10.1 Rotational Restraint Parameters 149
3.10.2 Longitudinal Axial Compression 152
3.10.2.1 Partially Rotation Restrained at Long Edges and Simply Supported at Short Edges 152
3.10.2.2 Partially Rotation Restrained at Short Edges and Simply Supported at Long Edges 153
3.10.2.3 Partially Rotation Restrained at Both Long and Short Edges 154
3.10.3 Transverse Axial Compression 155
3.10.3.1 Partially Rotation Restrained at Long Edges and Simply Supported at Short Edges 155
3.10.3.2 Partially Rotation Restrained at Short Edges and Simply Supported at Long Edges 156
3.10.3.3 Partially Rotation Restrained at Both Long and Short Edges 157
3.10.4 Combined Loads 157
3.11 Effect of Welding–Induced Residual Stresses 158
3.12 Effect of Lateral Pressure Loads 159
3.13 Effect of Opening 163
3.13.1 Longitudinal Axial Compression 163
3.13.2 Transverse Axial Compression 165
3.13.3 Edge Shear 166
3.13.4 Combined Loads 167
3.14 Elastic Plastic Buckling Strength 168
3.14.1 Single Types of Loads 168
3.14.1.1 Plates Without Opening 168
3.14.1.2 Perforated Plates 170
3.14.2 Combined Loads 172
References 176
4 Large–Deflection and Ultimate Strength Behavior of Plates 179
4.1 Fundamentals of Plate Collapse Behavior 179
4.2 Structural Idealizations of Plates 185
4.2.1 Geometric Properties 185
4.2.2 Material Properties 186
4.2.3 Loads and Load Effects 186
4.2.4 Fabrication Related Initial Imperfections 186
4.2.5 Boundary Conditions 187
4.3 Nonlinear Governing Differential Equations of Plates 189
4.4 Elastic Large–Deflection Behavior of Simply Supported Plates 191
4.4.1 Lateral Pressure Loads 192
4.4.2 Combined Biaxial Loads 195
4.4.3 Interaction Effect Between Biaxial Loads and Lateral Pressure 198
4.4.4 Interaction Effect Between Biaxial and Edge Shear Loads 200
4.5 Elastic Large–Deflection Behavior of Clamped Plates 201
4.5.1 Lateral Pressure Loads 201
4.5.2 Combined Biaxial Loads 203
4.5.3 Interaction Effect Between Biaxial Loads and Lateral Pressure 206
4.6 Elastic Large–Deflection Behavior of Partially Rotation Restrained Plates 206
4.6.1 Longitudinal Compression 207
4.6.2 Transverse Compression 209
4.6.3 Biaxial Compression 210
4.7 Effect of the Bathtub Deflection Shape 210
4.8 Evaluation of In–Plane Stiffness Reduction Due to Deflection 214
4.8.1 Effective Width 218
4.8.2 Effective Length 224
4.8.3 Effective Shear Modulus 231
4.9 Ultimate Strength 234
4.9.1 Ultimate Strength by Gross Yielding 234
4.9.2 Rigid–Plastic Theory Method 234
4.9.2.1 Lateral Pressure Loads 234
4.9.2.2 Axial Compressive Loads 235
4.9.3 Membrane Stress–Based Method 240
4.9.3.1 Ultimate Strength Conditions 240
4.9.3.2 Lateral Pressure Loads 242
4.9.3.3 Combined Longitudinal Axial Loads and Lateral Pressure 242
4.9.3.4 Combined Transverse Axial Loads and Lateral Pressure 243
4.9.3.5 Edge Shear 245
4.9.3.6 Combined Edge Shear Loads and Lateral Pressure 247
4.9.3.7 Combined Biaxial Loads, Edge Shear Loads, and Lateral Pressure 248
4.10 Effect of Opening 251
4.10.1 Single Types of Loads 252
4.10.2 Biaxial Compression 253
4.10.3 Combined Longitudinal Compression and Edge Shear 257
4.10.4 Combined Transverse Compression and Edge Shear 257
4.11 Effect of Age–Related Structural Deterioration 257
4.11.1 Corrosion Damage 257
4.11.2 Fatigue Cracking Damage 260
4.12 Effect of Local Denting Damage 260
4.13 Average Stress Average Strain Relationship of Plates 261
4.13.1 Pre–buckling or Undeflected Regime 262
4.13.2 Post–buckling or Deflected Regime 262
4.13.3 Post–ultimate Strength Regime 265
References 267
5 Elastic and Inelastic Buckling Strength of Stiffened Panels and Grillages 271
5.1 Fundamentals of Stiffened Panel Buckling 271
5.2 Structural Idealizations of Stiffened Panels 272
5.2.1 Geometric Properties 272
5.2.2 Material Properties 273
5.2.3 Loads and Load Effects 274
5.2.4 Boundary Conditions 275
5.2.5 Fabrication Related Initial Imperfections 277
5.3 Overall Buckling Versus Local Buckling 277
5.4 Elastic Overall Buckling Strength 278
5.4.1 Longitudinal Axial Compression 278
5.4.1.1 Longitudinally Stiffened Panels 278
5.4.1.2 Transversely Stiffened Panels 278
5.4.1.3 Cross–Stiffened Panels (Grillages) 278
5.4.2 Transverse Axial Compression 279
5.4.2.1 Longitudinally Stiffened Panels 279
5.4.2.2 Transversely Stiffened Panels 280
5.4.2.3 Cross–Stiffened Panels (Grillages) 280
5.4.3 Edge Shear 280
5.4.4 Combined Biaxial Compression or Tension 281
5.4.5 Combined Uniaxial Compression and Edge Shear 282
5.5 Elastic Local Buckling Strength of Plating Between Stiffeners 283
5.6 Elastic Local Buckling Strength of Stiffener Web 283
5.6.1 Governing Differential Equation 283
5.6.2 Exact Web Buckling Characteristic Equation 284
5.6.3 Closed–Form Expressions of Stiffener Web Buckling Strength 288
5.7 Elastic Local Buckling Strength of Stiffener Flange 289
5.8 Lateral–Torsional Buckling Strength of Stiffeners 291
5.8.1 Fundamentals of Lateral–Torsional Buckling 291
5.8.2 Closed–Form Expressions of Lateral–Torsional Buckling Strength 293
5.8.2.1 Elastic Flexural–Torsional Buckling Strength of Asymmetric Angle Stiffeners 296
5.8.2.2 Elastic Flexural–Torsional Buckling Strength of Symmetric Tee Stiffeners 297
5.8.2.3 Elastic Flexural–Torsional Buckling Strength of Flat–Bar Stiffeners 297
5.8.2.4 Effect of Welding–Induced Residual Stresses 298
5.9 Elastic Plastic Buckling Strength 299
References 299
6 Large–Deflection and Ultimate Strength Behavior of Stiffened Panels and Grillages 301
6.1 Fundamentals of Stiffened Panel Ultimate Strength Behavior 301
6.2 Classification of Panel Collapse Modes 302
6.3 Structural Idealizations of Stiffened Panels 305
6.3.1 Collapse Modes I and VI 307
6.3.2 Collapse Modes II, III, IV, and V 307
6.4 Nonlinear Governing Differential Equations of Stiffened Panels 307
6.4.1 Large–Deflection Orthotropic Plate Theory 307
6.4.2 Large–Deflection Isotropic Plate Theory 311
6.5 Elastic Large–Deflection Behavior After Overall Grillage Buckling 311
6.5.1 Lateral Pressure Loads 311
6.5.2 Combined Biaxial Loads 312
6.5.3 Effect of the Bathtub Deflection Shape 314
6.5.4 Interaction Effect Between Biaxial Loads and Lateral Pressure 315
6.6 Ultimate Strength 315
6.6.1 Mode I: Overall Collapse 315
6.6.1.1 Calculation of I xu 315
6.6.1.2 Calculation of Iy u 316
6.6.1.3 Calculation of Iu 317
6.6.2 Mode II: Plate Collapse Without Distinct Failure of Stiffener 317
6.6.2.1 Calculation of II xu 317
6.6.2.2 Calculation of II yu 318
6.6.2.3 Calculation of II u 318
6.6.3 Mode III: Beam Column Collapse 318
6.6.3.1 Calculation of III xu 318
6.6.3.2 Calculation of III yu 319
6.6.3.3 Calculation of III u 319
6.6.4 Mode IV: Collapse by Local Web Buckling of Stiffener 319
6.6.4.1 Calculation of IV xu 320
6.6.4.2 Calculation of IV yu 320
6.6.4.3 Calculation of IV u 320
6.6.5 Mode V: Collapse by Lateral–Torsional Buckling of Stiffener 321
6.6.5.1 Calculation of V xu 321
6.6.5.2 Calculation of V yu 322
6.6.5.3 Calculation of V u 322
6.6.6 Mode VI: Gross Yielding 322
6.6.7 Determination of the Real Ultimate Strength 322
6.7 Effects of Age–Related and Accident Induced Damages 323
6.8 Benchmark Studies 323
References 331
7 Buckling and Ultimate Strength of Plate Assemblies: Corrugated Panels, Plate Girders, Box Columns, and Box Girders 333
7.1 Introduction 333
7.2 Ultimate Strength of Corrugated Panels 334
7.2.1 Ultimate Strength Under Axial Compression 334
7.2.2 Ultimate Strength Under Shearing Force 334
7.2.3 Ultimate Strength Under Lateral Pressure 336
7.3 Ultimate Strength of Plate Girders 337
7.3.1 Ultimate Strength Under Shearing Force 338
7.3.1.1 Simple Post–Critical Buckling Method 339
7.3.1.2 Tension Field Method 339
7.3.2 Ultimate Strength Under Bending Moment 342
7.3.2.1 Mode I 343
7.3.2.2 Mode II 343
7.3.3 Ultimate Strength Under Combined Shearing Force and Bending Moment 345
7.3.4 Ultimate Strength Under Patch Load 346
7.3.5 Ultimate Strength Under Combined Patch Load, Shearing Force, and Bending Moment 347
7.4 Ultimate Strength of Box Columns 347
7.5 Ultimate Strength of Box Girders 349
7.5.1 Simple–Beam Theory Method 349
7.5.1.1 Maximum Bending Stress 351
7.5.1.2 Section Modulus 351
7.5.1.3 First–Yield Bending Moment 353
7.5.1.4 First–Collapse Bending Moment 353
7.5.1.5 Full Plastic Bending Moment 354
7.5.1.6 Exercise for Cross–Sectional Property Calculations 354
7.5.2 The Caldwell Method 358
7.5.3 The Original Paik Mansour Method 359
7.5.4 The Modified Paik Mansour Method 361
7.5.5 Interactive Relationship Between Vertical and Horizontal Bending 362
7.5.6 Interactive Relationship Between Combined Vertical or Horizontal Bending and Shearing Force 363
7.5.7 Interactive Relationship Between Combined Vertical Bending, Horizontal Bending, and Shearing Force 363
7.5.8 Effect of Torsional Moment 363
7.6 Effect of Age Related Structural Degradation 365
7.7 Effect of Accident–Induced Structural Damage 365
References 366
8 Ultimate Strength of Ship Hull Structures 369
8.1 Introduction 369
8.2 Characteristics of Ship s Hull Structures 369
8.3 Lessons Learned from Accidents 377
8.4 Fundamentals of Vessel s Hull Girder Collapse 380
8.5 Characteristics of Ship Structural Loads 387
8.6 Calculations of Ship s Hull Girder Loads 388
8.6.1 Still–Water Loads 389
8.6.2 Long–Term Still–Water and Wave–Induced Loads: IACS Unified Formulas 390
8.6.3 Long–Term Wave–Induced Loads: Direct Calculations 390
8.6.4 Short–Term Wave–Induced Loads: Simplified Direct Calculations Using Parametric Seakeeping Tables 391
8.7 Minimum Section Modulus Requirement 392
8.8 Determination of Ultimate Hull Girder Strength 394
8.9 Safety Assessment of Ships 396
8.10 Effect of Lateral Pressure Loads 398
8.11 Ultimate Strength Interactive Relationships Between Combined Hull Girder Loads 403
8.11.1 Combined Vertical and Horizontal Bending 403
8.11.2 Combined Vertical Bending and Shearing Force 405
8.11.3 Combined Horizontal Bending and Shearing Force 405
8.11.4 Combined Vertical Bending, Horizontal Bending, and Shearing Force 406
8.11.5 Effect of Torsional Moment 407
8.12 Shakedown Limit State Associated with Hull Girder Collapse 408
8.13 Effect of Age Related Structural Degradation 410
8.14 Effect of Accident–Induced Structural Damage 413
References 417
9 Structural Fracture Mechanics 421
9.1 Fundamentals of Structural Fracture Mechanics 421
9.2 Basic Concepts for Structural Fracture Mechanics Analysis 424
9.2.1 Energy–Based Concept 424
9.2.2 Stress Intensity Factor Concept 425
9.3 More on LEFM and the Modes of Crack Extension 427
9.3.1 Useful K Solutions 430
9.3.2 Fracture Toughness Testing 431
9.4 Elastic Plastic Fracture Mechanics 432
9.4.1 Crack Tip Opening Displacement 433
9.4.1.1 The Irwin Approach 433
9.4.1.2 The Dugdale Approach 435
9.4.1.3 CTOD Design Curve 435
9.4.2 Other EPFM Measures: J–Integral and Crack Growth Resistance Curve 437
9.4.2.1 The J–Integral 437
9.4.2.2 The Crack Growth Resistance Curve 439
9.5 Fatigue Crack Growth Rate and Its Relationship to the Stress Intensity Factor 441
9.6 Buckling Strength of Cracked Plate Panels 443
9.6.1 Fundamentals 443
9.6.2 A Plate with Edge Crack in Uniaxial Compression 446
9.6.3 A Plate with Central Crack in Uniaxial Compression 446
9.6.4 A Plate with Edge or Central Crack in Edge Shear 449
9.6.5 A Plate with Vertical Edge Crack in Biaxial Compression 450
9.7 Ultimate Strength of Cracked Plate Panels 450
9.7.1 Fundamentals 450
9.7.2 A Cracked Plate in Axial Tension 454
9.7.3 A Cracked Stiffened Panel in Axial Tension 456
9.7.4 A Cracked Plate in Axial Compression 458
9.7.5 A Cracked Plate in Edge Shear 464
References 467
10 Structural Impact Mechanics 471
10.1 Fundamentals of Structural Impact Mechanics 471
10.2 Load Effects Due to Impact 473
10.3 Material Constitutive Equation of Structural Materials Under Impact Loading 476
10.3.1 The Malvern Constitutive Equation 476
10.3.2 Dynamic Yield Strength: The Cowper Symonds Equation 478
10.3.3 Dynamic Fracture Strain 480
10.3.4 Strain–Hardening Effects 481
10.3.5 Inertial Effects 482
10.3.6 Friction Effects 484
10.4 Ultimate Strength of Beams Under Impact Lateral Loads 485
10.5 Ultimate Strength of Columns Under Impact Axial Compressive Loads 487
10.5.1 Oscillatory Response 487
10.5.2 Dynamic Buckling Response 488
10.6 Ultimate Strength of Plates Under Impact Lateral Pressure Loads 489
10.6.1 Analytical Formulations: Small–Deflection Theory 489
10.6.2 Analytical Formulations: Large–Deflection Theory 492
10.6.3 Empirical Formulations 493
10.7 Ultimate Strength of Stiffened Panels Under Impact Lateral Loads 494
10.8 Crushing Strength of Plate Assemblies 494
10.8.1 Fundamentals of Crushing Behavior 494
10.8.2 A Plate 497
10.8.3 A Stiffened Panel 498
10.8.4 An Inclined Plate 499
10.8.5 L–, T–, and X–Shaped Plate Assemblies 500
10.9 Tearing Strength of Plates and Stiffened Panels 502
10.9.1 Fundamentals of Tearing Behavior 502
10.9.2 Analytical Formulations 503
10.9.3 Empirical Formulations 505
10.9.4 Concertina Tearing 507
10.10 Impact Perforation of Plates 508
10.11 Impact Fracture of Plates and Stiffened Panels at Cold Temperature 510
10.12 Ultimate Strength of Plates Under Impact Axial Compressive Loads 511
10.13 Ultimate Strength of Dented Plates 513
10.13.1 A Dented Plate in Axial Compression 515
10.13.2 A Dented Plate in Edge Shear 518
References 533
11 The Incremental Galerkin Method 539
11.1 Features of the Incremental Galerkin Method 539
11.2 Structural Idealizations of Plates and Stiffened Panels 539
11.3 Analysis of the Elastic Plastic Large–Deflection Behavior of Plates 542
11.3.1 The Traditional Approach 542
11.3.2 The Incremental Approach 544
11.3.3 Application to the Plates Simply Supported at Four Edges 547
11.3.4 Treatment of Plasticity 551
11.4 Analysis of the Elastic Plastic Large–Deflection Behavior of Stiffened Panels 552
11.4.1 The Traditional Approach 552
11.4.2 The Incremental Approach 554
11.4.3 Application to the Stiffened Panels Simply Supported at Four Edges 557
External Load Increment Vector for the Plate Part 562
Stiffness Matrix Associated with Initial Stress for the Plate Part 563
Bending Stiffness Matrix for the Plate Part 563
Stiffness Matrix Due to Membrane Action for the Plate Part 564
Unknown Coefficient Vector 565
External Load Increment Vector for Stiffeners 565
Stiffness Matrix Associated with Initial Stress for Stiffeners 565
Bending Stiffness Matrix for Stiffeners 566
Stiffness Matrix Due to Membrane Action for Stiffeners 566
11.4.4 Treatment of Plasticity 572
11.5 Applied Examples 572
11.5.1 A Rectangular Plate Under Longitudinal Axial Compression 573
11.5.2 A Rectangular Plate Under Transverse Axial Compression 574
11.5.3 A Rectangular Plate Under Edge Shear 575
11.5.4 A Rectangular Plate Under In–Plane Bending 576
11.5.5 A Rectangular Plate Under Lateral Pressure Loads 576
11.5.6 A Rectangular Plate Under Combined Transverse Axial Compression and Edge Shear 578
11.5.7 A Rectangular Plate Under Other Types of Combined Load Applications 579
11.5.8 A Stiffened Panel with Flat–Bar Stiffeners Under Uniaxial Compression 579
11.5.9 A Stiffened Panel with Three Stiffeners Under Combined Axial Compression and Lateral Pressure Loads 582
11.5.10 A Very Large Crude Oil Carrier s Deck Structure Under Combined Axial Compression and Lateral Pressure 583
References 586
12 The Nonlinear Finite Element Method 587
12.1 Introduction 587
12.2 Extent of the Analysis 587
12.3 Types of Finite Elements 588
12.4 Mesh Size of Finite Elements 588
12.5 Material Modeling 593
12.6 Boundary Condition Modeling 596
12.7 Initial Imperfection Modeling 597
12.8 Order of Load Component Application 598
References 601
13 The Intelligent Supersize Finite Element Method 603
13.1 Features of the Intelligent Supersize Finite Element Method 603
13.2 Nodal Forces and Nodal Displacements of the Rectangular Plate Element 604
13.3 Strain versus Displacement Relationship 605
13.4 Stress versus Strain Relationship 607
13.5 Tangent Stiffness Equation 608
13.5.1 The Total Lagrangian Approach 608
13.5.2 The Updated Lagrangian Approach 610
13.6 Stiffness Matrix for the Displacement Component, z 611
13.7 Displacement (Shape) Functions 611
13.8 Local to Global Transformation Matrix 612
13.9 Modeling of Flat Bar Stiffener Web and One–Sided Stiffener Flange 612
13.10 Applied Examples 613
13.10.1 A Rectangular Plate 613
13.10.2 A Box Column 613
13.10.2.1 A Short Box Column with L = 500mm 616
13.10.2.2 A Medium Box Column with L = 8000mm 617
13.10.2.3 A Long Box Column with L = 21 000mm 618
13.10.2.4 Global Buckling of a Box Column 620
13.10.3 A Ship s Hull Girder: The Dow Test Model 622
13.10.4 A Corroded Steel–Bridge Structure 629
References 632
Appendices 635
A.1 Source Listing of the FORTRAN Computer Program CARDANO 635
A.2 SI Units 636
A.2.1 Conversion Factors 636
A.2.2 SI Unit Prefixes 638
A.3 Density and Viscosity of Water and Air 638
A.4 Scaling Laws for Physical Model Testing 638
A.4.1 Structural Mechanics Model Tests 638
A.4.2 Hydrodynamics Model Tests 639
A.4.2.1 Froude s Scaling Law 639
A.4.2.2 Reynolds Scaling Law 640
A.4.2.3 Vortex–Shedding Effects 640
A.4.2.4 Surface–Tension Effects 641
A.4.2.5 Compressibility Effects 641
Index 643
JEOM KEE PAIK
University College London, UK and Pusan National University, Korea
DR. JEOM KEE PAIK is Professor of Marine Technology in the Department of Mechanical Engineering at University College London in the UK and Professor of Safety Design and Engineering in the Department of Naval Architecture and Ocean Engineering at Pusan National University in Korea. He is an honorary professor at University of Strathclyde, Glasgow, UK, and at Southern University of Science and Technology, Shenzhen, China.
Plated structures are important in a variety of marine, land–based and aerospace applications, including ships, offshore platforms, box girder bridges, power/chemical plants, box girder cranes, and aircrafts. The basic strength members in plated structures include support members (such as stiffeners, girders and frames), plates, stiffened panels, grillages, box columns, and box girders. During their lifetime, the structures constructed with these members are subjected to various types of action and action effects that are usually normal but sometimes extreme or even accidental.
It is now well recognized that the limit state approach is a much better basis for structural design than allowable working stresses and simplified buckling checks for structural components. This book reviews and describes both the fundamentals and practical procedures for the ultimate limit state analysis and design of steel– and aluminum–plated structures. Structural fracture mechanics and structural impact mechanics are also described. This book is an extensive update of the first edition Ultimate Limit State Design of Steel–Plated Structures, published in 2003.
Particularly valuable coverage in this book includes:
- Nonlinear structural mechanics, and limit state analysis and design of steel– and aluminum–plated structural systems and their components
- Progressive collapse analysis and design of damage tolerant structures against extreme and accidental conditions
- Fabrication related initial imperfections such as initial distortions, residual stresses and softening
- Age related degradation such as corrosion wastage and fatigue cracking
- Accident induced damages such as local denting, collision damage and grounding damage
- Low temperatures, cryogenic conditions and elevated temperatures
- Structural fracture mechanics
- Structural impact mechanics
- Incremental Galerkin method
- Nonlinear finite element method and intelligent supersize finite element method
Designed as both a textbook and a handy reference, this book is well suited for university students approaching the related technologies. In terms of the more advanced and sophisticated design methodologies presented, this book should also meet the needs of structural analysts, structural designers, researchers, and practicing engineers involved in the field of naval architecture and offshore, civil, architectural, mechanical, and aerospace engineering.
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