Buch, Englisch, 373 Seiten, Format (B × H): 160 mm x 241 mm, Gewicht: 817 g
Buch, Englisch, 373 Seiten, Format (B × H): 160 mm x 241 mm, Gewicht: 817 g
Reihe: Solid Mechanics and Its Applications
ISBN: 978-981-19-7771-8
Verlag: Springer
This book presents a comprehensive introduction to an advanced beam theory applicable to thin-walled beams of rectangular and arbitrarily-shaped cross-sections. Furthermore, it describes a unique beam-based approach to handling joint structures consisting of thin-walled beams, compiled here for the first time.
This higher-order beam theory (HoBT), developed by the authors over the past two decades, uses more than six degrees of freedom (DOFs) in contrast to the classical theories, which use only six DOFs. The additional degrees of freedom describe sectional deformations such as warping and distortion. This book presents a novel systematic procedure to derive the sectional deformations analytically for rectangular cross-sections and numerically for arbitrarily-shaped cross-sections.
This book is a must for structural/mechanical engineers who wish to understand and design structures involving thin-walled beams.
Zielgruppe
Research
Autoren/Hrsg.
Fachgebiete
- Technische Wissenschaften Technik Allgemein Konstruktionslehre und -technik
- Technische Wissenschaften Bauingenieurwesen Baukonstruktion, Baufachmaterialien
- Technische Wissenschaften Maschinenbau | Werkstoffkunde Technische Mechanik | Werkstoffkunde Statik, Dynamik, Kinetik, Kinematik
- Wirtschaftswissenschaften Wirtschaftssektoren & Branchen Fertigungsindustrie Automobilindustrie
- Technische Wissenschaften Maschinenbau | Werkstoffkunde Maschinenbau Konstruktionslehre, Bauelemente, CAD
Weitere Infos & Material
Preface.
1 Introduction.
1.1. Overview. 1.2. Vlasov Beam Theory. 1.3. Higher-Order Beam Theory (HoBT). 1.4. Other Beam Theories (GBT, VABS, CUF, GE). 1.5. Analysis of Beams of Arbitrary Sections.
Part I Thin-walled Beams of Rectangular Cross Section.
2 Higher-Order Beam Theory for Straight Box Beams.
2.1. Introduction. 2.2. Basic Concept and Field Equation. 2.3. Sectional Shape Functions. 2.4. Analysis of Stress and Displacement. 2.5. MATLAB Code for Higher-Order Beam Analysis of Straight Box Beams. 2.6. Summary.
3 Joint Matching Matrix Approach.
3.1. Why Joint Matching Matrix? 3.2. Derivation of Joint Matching Matrix. 3.3. Applications of Joint Matching Matrix. 3.4. MATLAB Code for Analysis of Angled/Curved/Tapered Box Beam Structures. 3.5. Summary.4 Multiply-Connected Box Beam Systems under Out-of-Plane Loads.
4.1. Introduction. 4.2. Edge Re
sultants. 4.3. Three Box Beam Systems. 4.4. More-Than-Three Box Beam Systems. 4.5. MATLAB Code for Analysis of Multiply-Connected Box Beam Systems Under Out-of-Plane Loads. 4.6. Summary.5 Multiply-Connected Box Beam Systems under In-Plane Loads.
5.1. Introduction. 5.2. Derivation of Edge Resultants. 5.3. Three Box Beam Systems. 5.4. More-Than-Three Box Beam Systems. 5.5. More-Than-Three Box Beam Systems Under Both In-Plane and Out-of-Plane Loads. 5.6. MATLAB Code for Analysis of Multiply-Connected Box Beam Systems Under Both In-Plane and Out-of-Plane Loads. 5.7. Summary.Part II Analysis of Arbitrarily Sectioned Beams.
6 Straight Beams of Arbitrarily Shaped Sections.
6.1. Sectional shape functions for quadrilateral cross-sections. 6.2. Sectional shape functions for arbitrary cross-sections. 6.3. MATLAB code for section analysis. 6.4 Summary.
7 Arbitrarily Sectioned Beams o
f Varying Profiles.7.1. Interpolating displacements at an arbitrary point. 7.2. Finite element formulation. 7.3. Examples. 7.4. Summary.
8 Analysis for Arbitrarily-Connected Beam Joints and Beam-Panel Structures.8.1 Arbitrarily-Connected Beam Joints – Modeling with Beam and Shell Joint. 8.2 Beam-Panel Structures. 8.3 Examples. 8.4 Summary.
Appendix.
References.
Index.




