| Description |
1 online resource (350 p.) |
| Contents |
Cover -- Half Title -- Title Page -- Copyright Page -- Table of Contents -- Editors -- Contributors -- Chapter 1 Hybrid structures in the real world -- 1.1 Introduction -- 1.2 Practical application of hybrid structures and context of the following chapters -- References -- Chapter 2 Load introduction and force-transfer mechanisms at steel profile-concrete interface -- 2.1 Introduction -- 2.1.1 Bond stress -- 2.1.2 Scope of Chapter 2 -- 2.2 General approach -- 2.2.1 Experimental evidence from the SMARTCOCO research project -- 2.2.2 General provisions for composite sections |
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2.3 Load introduction in hybrid components -- 2.3.1 Shear stud connectors -- force transfer -- 2.3.2 Provisions for loaded composite sections -- 2.4 Longitudinal shear in hybrid components outside of the area of load introduction -- 2.4.1 Provisions to deal with longitudinal shear -- 2.5 Resistance to longitudinal shear at the steel-concrete interface -- 2.6 Welded plates shear connectors -- 2.7 About strut-and-tie -- 2.8 Indirect support of a steel beam -- 2.8.1 Experimental evidence from the SMARTCOCO project -- 2.8.2 Interpretation of the results -- 2.8.3 General model for indirect support |
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2.8.4 Proposal of simplified design guidelines -- 2.9 Design examples -- References -- Chapter 3 Analysis of hybrid steel-concrete structures and components -- 3.1 Introduction -- 3.2 Scope -- 3.3 Analysis of structures and hybrid components -- 3.3.1 General introduction -- 3.3.2 Nonlinear analysis -- 3.3.2.1 Global geometric imperfections -- 3.3.2.2 Hybrid component imperfections -- 3.3.2.3 Material constitutive model -- 3.3.3 Linear elastic analysis -- 3.3.4 First-order elastic analysis with amplification factors -- 3.3.5 Second-order elastic analysis based on nominal stiffness |
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3.3.5.1 Geometric imperfections -- 3.3.5.2 Nominal stiffness -- 3.3.6 Simplified method for slender hybrid components -- 3.3.6.1 Resistance of cross-section -- 3.3.6.2 Magnification factor -- 3.3.7 Lateral torsional buckling -- 3.4 Background of the second-order elastic analysis based on nominal stiffness -- 3.4.1 Introduction -- 3.4.2 Finite element model -- 3.4.2.1 Finite element formulation -- 3.4.2.2 Hypothesis for finite element analysis for hybrid columns -- 3.4.2.3 Validation of FE model -- 3.4.3 Simplified second-order analysis of slender elements based on a moment magnification factor |
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3.4.3.1 Component considered for the parametrical studies -- 3.4.3.2 Understanding of the physical behaviour of hybrid columns -- 3.4.3.3 Assessment of Eurocode 2 (2005) moment magnification method -- 3.4.3.4 Assessment of the Eurocode 4 (2005) variant of the moment magnification method -- 3.4.3.5 Synthesis of the parametric study -- 3.4.3.6 Development of the hybrid-specific variant of the moment magnification method -- 3.5 A dedicated software for hybrid components: HBCOL -- 3.5.1 Limitations of HBCOL -- 3.5.2 Data interface -- 3.5.3 Results -- 3.6 Design example |
| Notes |
Description based upon print version of record |
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3.6.1 Results of the nonlinear analysis |
| Subject |
Composite construction
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Building, Iron and steel
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Building, Iron and steel.
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Composite construction.
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| Form |
Electronic book
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| Author |
Degée, Hervé
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| ISBN |
9781000867268 |
|
1000867269 |
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