Finite element analysis and design of metal structures /:
Traditionally, 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 a...
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| Hauptverfasser: | , , |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Waltham, MA :
Butterworth-Heinemann,
[2014]
|
| Schlagworte: | |
| Online-Zugang: | Volltext Volltext |
| Zusammenfassung: | Traditionally, 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. |
| Beschreibung: | 1 online resource (218 pages) : illustrations (some color) |
| Bibliographie: | Includes bibliographical references and index. |
| ISBN: | 9780124165755 0124165753 |
Internformat
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| 245 | 1 | 0 | |a Finite element analysis and design of metal structures / |c Ehab Ellobody, Ran Feng, Ben Young. |
| 264 | 1 | |a Waltham, MA : |b Butterworth-Heinemann, |c [2014] | |
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| 505 | 0 | |a 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 -- 2.5. Derivation of the Element Stiffness Matrix and Equations -- 2.6. Assemblage of Element Equations -- 2.7. Solving the Assembled Equations for the Unknowns -- 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 -- 4.2. 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 -- 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 -- 7.4. Finite Element Modeling of Metal Tubular Connections -- 7.5. Verification of Finite Element Models -- 7.6. Summary -- References -- 8. Design Examples of Metal Tubular Connections -- 8.1. General Remarks -- 8.2. Parametric Study of Metal Tubular Connections -- 8.3. Design Rules of Metal Tubular Connections -- 8.4.Comparison of Experimental and Numerical Results with Design Calculations -- 8.5. Design Examples -- 8.6. Summary -- References. | |
| 520 | |a Traditionally, 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. | ||
| 546 | |a English. | ||
| 650 | 0 | |a Building, Iron and steel |x Design and construction. | |
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| 700 | 1 | |a Feng, Ran, |e author. | |
| 700 | 1 | |a Young, Ben, |e author. | |
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Datensatz im Suchindex
| DE-BY-FWS_katkey | ZDB-4-EBA-ocn861528493 |
|---|---|
| _version_ | 1816882248408891392 |
| adam_text | |
| any_adam_object | |
| author | Ellobody, Ehab Feng, Ran Young, Ben |
| author_facet | Ellobody, Ehab Feng, Ran Young, Ben |
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| author_sort | Ellobody, Ehab |
| author_variant | e e ee r f rf b y by |
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| callnumber-subject | TA - General and Civil Engineering |
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| 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 -- 2.5. Derivation of the Element Stiffness Matrix and Equations -- 2.6. Assemblage of Element Equations -- 2.7. Solving the Assembled Equations for the Unknowns -- 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 -- 4.2. 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 -- 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 -- 7.4. Finite Element Modeling of Metal Tubular Connections -- 7.5. Verification of Finite Element Models -- 7.6. Summary -- References -- 8. Design Examples of Metal Tubular Connections -- 8.1. General Remarks -- 8.2. Parametric Study of Metal Tubular Connections -- 8.3. Design Rules of Metal Tubular Connections -- 8.4.Comparison of Experimental and Numerical Results with Design Calculations -- 8.5. Design Examples -- 8.6. Summary -- References. |
| ctrlnum | (OCoLC)861528493 |
| dewey-full | 624.182 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.182 |
| dewey-search | 624.182 |
| dewey-sort | 3624.182 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Electronic eBook |
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| id | ZDB-4-EBA-ocn861528493 |
| illustrated | Illustrated |
| indexdate | 2024-11-27T13:25:36Z |
| institution | BVB |
| isbn | 9780124165755 0124165753 |
| language | English |
| oclc_num | 861528493 |
| open_access_boolean | |
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| owner_facet | MAIN DE-863 DE-BY-FWS |
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| publisher | Butterworth-Heinemann, |
| record_format | marc |
| spelling | Ellobody, Ehab, author. Finite element analysis and design of metal structures / Ehab Ellobody, Ran Feng, Ben Young. Waltham, MA : Butterworth-Heinemann, [2014] ©2014 1 online resource (218 pages) : illustrations (some color) text txt rdacontent computer c rdamedia online resource cr rdacarrier Includes bibliographical references and index. Online resource; title from PDF title page (ebrary, viewed September 17, 2013). 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 -- 2.5. Derivation of the Element Stiffness Matrix and Equations -- 2.6. Assemblage of Element Equations -- 2.7. Solving the Assembled Equations for the Unknowns -- 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 -- 4.2. 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 -- 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 -- 7.4. Finite Element Modeling of Metal Tubular Connections -- 7.5. Verification of Finite Element Models -- 7.6. Summary -- References -- 8. Design Examples of Metal Tubular Connections -- 8.1. General Remarks -- 8.2. Parametric Study of Metal Tubular Connections -- 8.3. Design Rules of Metal Tubular Connections -- 8.4.Comparison of Experimental and Numerical Results with Design Calculations -- 8.5. Design Examples -- 8.6. Summary -- References. Traditionally, 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. English. Building, Iron and steel Design and construction. Structural design. http://id.loc.gov/authorities/subjects/sh85129194 Constructions Calcul. TECHNOLOGY & ENGINEERING Civil General. bisacsh Building, Iron and steel Design and construction fast Structural design fast Feng, Ran, author. Young, Ben, author. has work: Finite element analysis and design of metal structures (Text) https://id.oclc.org/worldcat/entity/E39PCGcXFqHDCRW3kcTG7fH7QC https://id.oclc.org/worldcat/ontology/hasWork Print version: Ellobody, Ehab. Finite element analysis and design of metal structures. Waltham, MA : Butterworth-Heinemann, [2014] (DLC) 2012276278 FWS01 ZDB-4-EBA FWS_PDA_EBA https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=549759 Volltext FWS01 ZDB-4-EBA FWS_PDA_EBA https://www.sciencedirect.com/science/book/9780124165618 Volltext |
| spellingShingle | Ellobody, Ehab Feng, Ran Young, Ben Finite element analysis and design of metal structures / 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 -- 2.5. Derivation of the Element Stiffness Matrix and Equations -- 2.6. Assemblage of Element Equations -- 2.7. Solving the Assembled Equations for the Unknowns -- 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 -- 4.2. 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 -- 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 -- 7.4. Finite Element Modeling of Metal Tubular Connections -- 7.5. Verification of Finite Element Models -- 7.6. Summary -- References -- 8. Design Examples of Metal Tubular Connections -- 8.1. General Remarks -- 8.2. Parametric Study of Metal Tubular Connections -- 8.3. Design Rules of Metal Tubular Connections -- 8.4.Comparison of Experimental and Numerical Results with Design Calculations -- 8.5. Design Examples -- 8.6. Summary -- References. Building, Iron and steel Design and construction. Structural design. http://id.loc.gov/authorities/subjects/sh85129194 Constructions Calcul. TECHNOLOGY & ENGINEERING Civil General. bisacsh Building, Iron and steel Design and construction fast Structural design fast |
| subject_GND | http://id.loc.gov/authorities/subjects/sh85129194 |
| title | Finite element analysis and design of metal structures / |
| title_auth | Finite element analysis and design of metal structures / |
| title_exact_search | Finite element analysis and design of metal structures / |
| title_full | Finite element analysis and design of metal structures / Ehab Ellobody, Ran Feng, Ben Young. |
| title_fullStr | Finite element analysis and design of metal structures / Ehab Ellobody, Ran Feng, Ben Young. |
| title_full_unstemmed | Finite element analysis and design of metal structures / Ehab Ellobody, Ran Feng, Ben Young. |
| title_short | Finite element analysis and design of metal structures / |
| title_sort | finite element analysis and design of metal structures |
| topic | Building, Iron and steel Design and construction. Structural design. http://id.loc.gov/authorities/subjects/sh85129194 Constructions Calcul. TECHNOLOGY & ENGINEERING Civil General. bisacsh Building, Iron and steel Design and construction fast Structural design fast |
| topic_facet | Building, Iron and steel Design and construction. Structural design. Constructions Calcul. TECHNOLOGY & ENGINEERING Civil General. Building, Iron and steel Design and construction Structural design |
| url | https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=549759 https://www.sciencedirect.com/science/book/9780124165618 |
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