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Composite Structures according to Eurocode 4 : Worked Examples.
The use of composite structures in construction is increasing. The optimized combination of the two materials concrete and steel produces particularly cost-efficient structures. This book presents a large number of numerical examples with detailed explanations of the provisions of Eurocode 4. It dea...
| Clasificación: | Libro Electrónico |
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| Autor principal: | |
| Otros Autores: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Hoboken :
Wiley,
2015.
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Cover; Title Page; Copyright; Chapters; List of examples; Contents; Introduction; A Creep and shrinkage; A1 Determination of creep and shrinkage values; 1. Purpose of example; 2. Cross-section; 3. Input data; 4. Creep coefficients; 4.1 Determination of final creep coefficient; 4.2 Determination of creep coefficient at time t = 90 days; 5. Shrinkage strains; 5.1 Determination of final value of shrinkage strain; 5.2 Determination of shrinkage strain at time t = 90 days; 6. Commentary; A2 Determination of creep and shrinkage values on an example composite highway bridge; 1. Purpose of example.
- 2. Cross-section3. Input data; 4. Calculation of modular ratio nL for permanent action constant in time; 4.1 Calculation of modular ratio nL for permanent action constant in time at time t = " 4.2 Calculation of modular ratio nL for permanent action constant in time at opening to traffic t = 63 days; 5. Calculation of modular ratio nL for shrinkage and shrinkage strains; 5.1 Calculation of modular ratio nL for shrinkage and shrinkage strains at time t = " 5.2 Calculation of modular ratio nL for shrinkage and shrinkage strains at opening to traffic t = 63 days.
- 6. Primary effects of shrinkage7. Commentary; A3 Determination of creep and shrinkage values and their effects at calculation of bending moments; 1. Purpose of example; 2. Static system, cross-section and actions; 3. Input data; 4. Creep and shrinkage; 4.1 Determination of final creep coefficient; 4.2 Determination of shrinkage strain; 5. Effective width of the concrete flange; 5.1 Cross-section at mid-span; 5.2 Cross-section at support; 6. Geometrical properties of composite cross-section at mid-span; 7. Geometrical properties of composite cross-section at support.
- 8. Effects of creep and shrinkage8.1 Design bending moment for internal support; 8.2 Secondary effects of shrinkage; 9. Commentary; B Composite beams; B1 Effective width of concrete flange; 1. Purpose of example; 2. Static system and cross-section; 3. Calculation of effective width of the concrete flange; 3.1 Support A; 3.2 Mid-region AB; 3.3 Support region BC; 3.4 Mid-span region CD; 3.5 Support region DE; 4. Recapitulation of results; 5. Commentary; B2 Composite beam
- arrangement of shear connectors in solid slab; 1. Purpose of example; 2. Static system, cross-section and actions.
- 3. Properties of materials4. Ultimate limit state; 4.1 Design values of combined actions and design values of effects of actions; 4.2 Effective width of concrete flange; 4.3 Plastic resistance moment of composite cross-section; 4.4 Vertical shear resistance; 4.5 Check of resistance of headed stud connectors; 4.6 Check of the longitudinal shear resistance of the concrete flange; 5. Commentary; B3 Simply supported secondary composite beam supporting composite slab with profiled sheeting; 1. Purpose of example; 2. Static system, cross-section and actions; 3. Properties of materials.