LEADER 05469nam 2200673 450 001 9910453092903321 005 20200520144314.0 010 $a0-12-416575-3 035 $a(CKB)2550000001115648 035 $a(EBL)1402506 035 $a(OCoLC)857970378 035 $a(SSID)ssj0001141537 035 $a(PQKBManifestationID)11660823 035 $a(PQKBTitleCode)TC0001141537 035 $a(PQKBWorkID)11091849 035 $a(PQKB)10624249 035 $a(MiAaPQ)EBC1402506 035 $a(PPN)178539856 035 $a(Au-PeEL)EBL1402506 035 $a(CaPaEBR)ebr10756378 035 $a(CaONFJC)MIL515983 035 $a(EXLCZ)992550000001115648 100 $a20130917h20142014 uy| 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt 182 $cc 183 $acr 200 10$aFinite element analysis and design of metal structures /$fEhab Ellobody, Ran Feng, Ben Young 210 1$aWaltham, MA :$cButterworth-Heinemann,$d[2014] 210 4$dİ2014 215 $a1 online resource (218 p.) 300 $aDescription based upon print version of record. 311 $a0-12-416561-3 311 $a1-299-84732-3 320 $aIncludes bibliographical references and index. 327 $aFront Cover; Finite Element Analysis and Design of Metal Structures; Copyright Page; Contents; 1. Introduction; 1.1. General Remarks; 1.2. Types of Metal Structures; 1.3. Experimental Investigations and its Role for Finite Element Modeling; 1.4. Finite Element Modeling of Metal Structures; 1.5. Current Design Codes; References; 2. Review of the General Steps of Finite Element Analysis; 2.1. General Remarks; 2.2. Dividing and Selection of Element Types for Metal Structures; 2.3. Selection of a Displacement Function; 2.4. Definition of the Strain-Displacement and Stress-Strain Relationships 327 $a2.5. Derivation of the Element Stiffness Matrix and Equations 2.6. Assemblage of Element Equations; 2.7. Solving the Assembled Equations for the Unknowns; 2.7.1 An Illustrative Example; References; 3. Finite Element Modeling; 3.1. General Remarks; 3.2. Choice of Element Type for Metal Structures; 3.3. Choice of Finite Element Mesh for Metal Structures; 3.4. Material Modeling; 3.5. Modeling of Initial Imperfections; 3.6. Modeling of Residual Stresses; 3.7. Load Application; 3.8. Boundary Conditions; References; 4. Linear and Nonlinear Finite Element Analyses; 4.1. General Remarks 327 $a4.2. Analysis Procedures 4.3. Linear Eigenvalue Buckling Analysis; 4.4. Materially Nonlinear Analysis; 4.5. Geometrically Nonlinear Analysis; 4.6. Riks Method; References; 5. Examples of Finite Element Models of Metal Columns; 5.1. General Remarks; 5.2. Previous Work; 5.3. Finite Element Modeling and Example 1; 5.4. Finite Element Modeling and Example 2; 5.5. Finite Element Modeling and Example 3; 5.6. Finite Element Modeling and Example 4; 5.6.1 American Specification; 5.6.2 Australian New/Zealand Standard; 5.6.3 European Code; 5.6.4 Proposed Design Equation 327 $a5.6.5 Comparison of Column Strengths References; 6. Examples of Finite Element Models of Metal Beams; 6.1. General Remarks; 6.2. Previous Work; 6.3. Finite Element Modeling and Results of Example 1; 6.4. Finite Element Modeling and Results of Example 2; 6.5. Finite Element Modeling and Results of Example 3; References; 7. Examples of Finite Element Models of Metal Tubular Connections; 7.1. General Remarks; 7.2. Previous Work; 7.3. Experimental Investigations of Metal Tubular Connections; 7.3.1 General; 7.3.2 Scope; 7.3.3 Test Specimens; 7.3.4 Material Properties of Stainless Steel Tubes 327 $a7.3.5 Test Rig and Procedure 7.3.5.1 Stainless Steel Tubular T-Joints; 7.3.5.2 Stainless Steel Tubular X-Joints Without Chord Preload; 7.3.5.3 Stainless Steel Tubular X-Joints with Chord Preload; 7.4. Finite Element Modeling of Metal Tubular Connections; 7.4.1 General; 7.4.2 Stainless Steel Tubular T-Joints; 7.4.3 Stainless Steel Tubular X-Joints without Chord Preload; 7.4.4 Stainless Steel Tubular X-Joints with Chord Preload; 7.5. Verification of Finite Element Models; 7.6. Summary; References; 8. Design Examples of Metal Tubular Connections; 8.1. General Remarks 327 $a8.2. Parametric Study of Metal Tubular Connections 330 $aTraditionally, engineers have used laboratory testing to investigate the behavior of metal structures and systems. These numerical models must be carefully developed, calibrated and validated against the available physical test results. They are commonly complex and very expensive. From concept to assembly, Finite Element Analysis and Design of Metal Structures provides civil and structural engineers with the concepts and procedures needed to build accurate numerical models without using expensive laboratory testing methods. Professionals and researchers will find Finite Element A 606 $aBuilding, Iron and steel$xDesign and construction 606 $aStructural design 608 $aElectronic books. 615 0$aBuilding, Iron and steel$xDesign and construction. 615 0$aStructural design. 676 $a624.182 700 $aEllobody$b Ehab$0884905 701 $aFeng$b Ran$0884906 701 $aYoung$b Ben$0884907 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910453092903321 996 $aFinite element analysis and design of metal structures$91975850 997 $aUNINA