Steel Connection Design by Inelastic Analysis

Inbunden, Engelska, 2024

1 105 kr

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Beskrivning

Comprehensive resource on the finite element method in structural steel connection design through verification with AISC 360 provisions Steel Connection Design by Inelastic Analysis covers the use of the finite element method in structural steel connection design. Verification with AISC 360 provisions is presented, focusing on the Component-Based Finite Element Method (CBFEM), a novel approach that provides the global behavior and verification of resistance for the design of structural steel connections. This method is essential for fast and practical design and evaluation of connections with different levels of geometry and complexity. Detailed modeling and verification examples with references to AISC and other relevant publications are included throughout the text, along with roughly 250 illustrations to aid in reader comprehension. Readers of this text will benefit from understanding at least the basics of structural design, ideally through civil, structural, or mechanical engineering programs of study. Written by a team of six highly qualified authors, Steel Connection Design by Inelastic Analysis includes information on: T-stub connections, single plate shear connections, bracket plate connections, beam over column connections, and end-plate moment connectionsBolted wide flange splice connections, temporary splice connections, and chevron brace connection in a braced frame Brace connections at beam-column connection in a braced frame and double angle simple beam-to-column connectionsSemi-rigid beam-to-column connections, covering code design calculations and comparisons, IDEA StatiCa analysis, and ABAQUS analysisSteel Connection Design by Inelastic Analysis is an authoritative reference on the subject for structural engineers, Engineers of Record (EORs), fabrications specialists, and connection designers involved in the structural design of steel connections in the United States or any territory using AISC 360 as the primary design code.

Produktinformation

Utgivningsdatum:2024-12-24
Mått:185 x 234 x 23 mm
Vikt:907 g
Format:Inbunden
Språk:Engelska
Antal sidor:384
Förlag:John Wiley & Sons Inc
ISBN:9781394222155

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Mer om författaren

Mark Denavit is an Associate Professor in the Department of Civil and Environmental Engineering at the University of Tennessee, Knoxville, TN, USA. Ali Nassiri is an Assistant Professor in the Department of Integrated Systems Engineering at the Ohio State University, Columbus, OH, USA. Mustafa Mahamid is a Research Associate Professor at the University of Illinois at Chicago, IL, USA & an Associate Research Fellow at the Technion, Israel Institute of Technology, Haifa, Israel. Martin Vild is a Product Owner at IDEA StatiCa and an Assistant Professor in Institute of Metal and Timber Structures at Brno University of Technology, Czech Republic. František Wald is a Professor in Department of Steel and Timber Structures at the Czech Technical University in Prague, Czech Republic. Halil Sezen is a Professor of Structural Engineering in the Department of Civil, Environmental and Geodetic Engineering at the Ohio State University, Columbus, OH, USA.

Innehållsförteckning

Introduction xi1 Connection Design 11.1 Design Models 11.2 Traditional Design Methods 11.3 Past and Present Numerical Design Calculations 21.4 Validation and Verification 91.5 Benchmark Cases 121.6 Numerical Experiments 121.7 Experimental Validation 13References 142 The Component-Based Finite Element Method 172.1 Material Model 172.2 Plate Model and Mesh Convergence 172.2.1 Plate Model 172.2.2 Mesh Convergence 192.3 Contacts 242.4 Welds 242.4.1 Direct Connection of Plates 242.4.2 Weld with Plastic Redistribution of Stress 252.4.3 Weld Deformation Capacity 252.5 Bolts 272.5.1 Tension 272.5.2 Shear 282.6 Interaction of Shear and Tension in a Bolt 292.7 High-Strength Bolts in Slip-Critical Connections 312.8 Anchor Bolts 322.8.1 Description 322.8.2 Anchor Bolts with Stand-Off 332.9 Concrete Block 332.9.1 Design Model 332.9.2 Resistance 332.9.3 Concrete in Compression Stiffness 342.10 Local Buckling of Compressed Internal Plates 352.11 Moment-Rotation Relation 382.12 Bending Stiffness 412.13 Deformation Capacity 432.14 Connection Model in Global Analyses 45References 493 Welded Connection 513.1 Fillet Weld in a Lap Joint 513.1.1 Description 513.1.2 Analytical Model 513.1.3 Numerical Model 533.1.4 Verification of Strength 543.1.5 Benchmark Example 553.2 Fillet Weld in a Cleat Connection 573.2.1 Description 573.2.2 Investigated Cases 573.2.3 Verification of Strength 573.2.4 Benchmark Example 583.3 Fillet Weld of a Shear Tab 603.3.1 Description 603.3.2 Investigated Cases 603.3.3 Comparison of Strength 603.3.4 Benchmark Example 61Reference 634 T-Stub Connections 654.1 Description 654.2 Slip-Critical Connections 654.3 Prying Action 674.4 Prying of the T-Stub 694.5 Prying of the Beam Flange 724.6 Summary 75References 755 Beam-Over-Column Connections 775.1 Description 775.2 HSS Column Local Yielding and Crippling 785.3 Beam Web Local Yielding and Crippling 805.4 Axial Compression/Bending Moment Interaction 845.5 Summary 86References 866 Base Plate Connections 876.1 Description 876.2 Concentric Axial Compressive Load 886.3 Shear Load 976.4 Combined Axial Compressive Load and Moment 1006.5 Summary 102References 1037 Bracket Plate Connections 1057.1 Description 1057.2 Bolted Bracket Plate Connections 1057.3 Bolt Shear Rupture 1077.4 Additional Bolt Groups 1087.5 Tearout 1107.6 Slip Critical 1117.7 Welded Bracket Plate Connections 1117.8 Summary 113References 1148 Single Plate Shear Connections 1158.1 Description 1158.2 Bolt Group Strength 1168.3 Plate Thickness 1188.4 Other Framing Configurations 1218.5 Location of the Point of Zero Moment 1238.6 Stiffness Analysis 1268.7 Summary 127References 1279 Extended End-Plate Moment Connections 1299.1 Description 1299.2 End-Plate Thickness 1309.3 Vertical Bolt Spacing 1379.4 Capacity Design 1389.5 Summary 141References 14110 Bolted Wide Flange Splice Connections 14310.1 Description 14310.2 Axial Loading 14410.3 Axial Loading with Unequal Column Depths 14910.4 Combined Axial and Major-Axis Flexure Loading 15210.5 Summary 154References 15411 Temporary Splice Connection 15511.1 Introduction 15511.2 Axial Load 15611.3 Bending Moments 16011.4 Shear Along the z-Axis 16211.5 Shear Along the y-Axis 16511.6 Torsion 16711.7 Summary 168References 16912 Vertical Bracing Connections 17112.1 Introduction 17112.2 Verification Examples 17212.3 Connection Design Capabilities of Software for HSS 17512.4 Summary 177References 17713 HSS Square Braces Welded to Gusset Plates in a Concentrically Braced Frame 17913.1 Problem Description 17913.2 Verification of Resistance as Per AISC 17913.3 Resistance by CBFEM 17913.3.1 Limit States (AISC and CBFEM) 18213.3.2 Parametric Study 19513.4 Summary 198Appendix 199References 21014 HSS Circular Braces Welded to a Gusset Plate in a Chevron Concentrically Braced Frame 21114.1 Problem Description 21114.2 Verification of Resistance as Per AISC 21114.3 Resistance by CBFEM 21314.4 Parametric Study 21614.5 Summary 219Appendix 220References 22915 Wide Flange Brace Bolted to a Gusset Plate in a Concentrically Braced Frame 23115.1 Problem Description 23115.2 Verification of Resistance as Per AISC 23115.3 Verification of Resistance as Per CBFEM 23115.4 Parametric Study 23415.5 Summary 242Appendix 243References 26216 Double Angle Brace Bolted to a Gusset Plate in a Concentrically Braced Frame 26316.1 Problem Description 26316.2 Verification of Resistance as Per AISC 26316.3 Verification of Resistance as Per CBFEM 26316.4 Resistance by CBFEM 26716.5 Summary 273Appendix 274References 29217 Double Web-Angle (DWA) Connections 29317.1 Description 29317.2 The Experimental Study 29317.2.1 Instrumentation 29417.3 Code Design Calculations and Comparisons 29917.3.1 LRFD Design Strength Capacities of Four Test Specimens 30017.3.2 LRFD Design Strength Capacities of Six Additional Connection Models 30117.3.3 Calculated ASD Design Strength Capacities 30217.4 IDEA StatiCa Analysis 30317.5 ABAQUS Modeling and Analysis 30417.6 Results Comparison 30817.6.1 Comparison of IDEA StatiCa and AISC Design Strength Capacities 30817.6.2 Comparison of IDEA StatiCa and ABAQUS Results 31017.7 Summary 313References 31318 Top- and Seat-Angle with Double Web-Angle (TSADWA) Connections 31518.1 Description 31518.2 Experimental Study on TSADWA Connections 31518.3 Code Design Calculations and Comparisons 31718.3.1 Design Strength Capacity of Double Web-Angles 31818.3.2 Design Strength Capacity of the Top- and Bottom Seat-Angles 32218.3.3 ASD Design Strength Capacities of Test No. 14S1 32418.4 IDEA StatiCa Analysis 32418.4.1 Moment Capacity Analysis Using IDEA StatiCa 32418.4.2 Moment-Rotation Analysis 32718.5 ABAQUS Analysis 32818.6 Results Comparison 33118.6.1 Comparison of Connection Capacities from IDEA StatiCa Analysis, AISC Design Codes, and Experiments 33118.6.2 Comparison of IDEA StatiCa and ABAQUS Results 33218.7 Summary 335References 33619 Bolted Flange Plate (BFP) Moment Connections 33719.1 Description 33719.2 Experimental Study on BFP Moment Connections 33719.3 Code Design Calculations and Comparisons 34019.3.1 Design Strength Capacity of Single Web Plates 34119.3.2 Design Strength Capacity of Flange Plates 34319.3.3 Calculated ASD Design Strength Capacities of Test No. BFP 34419.4 IDEA StatiCa Analysis 34419.4.1 Moment Capacity Analysis Using IDEA StatiCa 34419.4.2 Moment-Rotation Analysis 34519.5 ABAQUS Analysis 34919.6 Results Comparison 35119.6.1 Comparison of IDEA StatiCa Analysis Data, AISC Design Strengths, and Test Data 35119.6.2 Comparison of IDEA StatiCa and ABAQUS Results 35319.7 Summary 355References 35620 Conclusion 357References 358Disclaimer 359Terms and symbols 361Index 363