Commentary on the DAfStb Guideline &quot;Steel Fibre Reinforced Concrete&quot;: Teil 2: Dauerhaftigkeitsbemessung

Deutscher Ausschuss für Stahlbeton e._V.

doi:10.5771/9783410652786

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Bibliographic data

Edition: 1/2015
Copyright Year: 2015
ISBN-Print: 978-3-410-65279-3
ISBN-Online: 978-3-410-65278-6
Publisher: DIN Media, Berlin
Series: DAfStb-Heft
Language: English
Pages: 111
Product Type: Edited Book

1. Preamble to this Comment No access
2. Preamble to this guideline No access
1. 1. Re 1.1 Scope No access
  2. Re 1.2 Normative references No access
  3. Re 1.5 Definitions No access
  4. Re 1.6 Symbols No access
2. 1. Re 2.2 Principles of limit state design No access
  2. Re 2.4 Verification by the partial factor method No access
  3. Re NA.2.8 Documentation No access
3. 1. Re R.3.5 Steel fibres No access
  2. Re R.3.6 Steel fibre reinforced concrete No access
4. 1. Re 4.4 Methods of verification No access
5. 1. Re 5.6 Plastic analysis No access
  2. Re 5.7 Non-linear analysis No access
  3. Re 5.8 Analysis of second order effects with axial load No access
  4. Re 5.9 Lateral instability of slender beams No access
  5. Re 5.10 Prestressed members and structures No access
6. 1. Re 6.1 Bending with or without axial force No access
  2. Re 6.2 Shear No access
  3. Re 6.3 Torsion No access
  4. Re 6.4 Punching No access
  5. Re 6.5 Design with strut-and-tie models No access
  6. Re 6.7 Partially loaded areas No access
  7. Re 6.8 Fatigue No access
7. 1. Re 7.3 Crack control No access
  2. Re 7.4 Deflection Control No access
8. 1. Re 8.2 Spacing of bars No access
  2. Re 8.10 Prestressing tendons No access
9. 1. Re 9.1 General No access
10. Re 11 Lightweight aggregate concrete structures No access
11. Re Annex E (normative) Indicative Strength Classes for durability No access
12. 1. NA.J.4 Surface reinforcement in prestressed components No access
1. Re 1 Scope No access
2. Re 2 Normative references No access
3. 1. Re 3.2 Symbols and abbreviations No access
4. 1. Re 4.3 Hardened concrete No access
5. 1. Re 5.4 Requirements for fresh concrete No access
6. 1. Re 6.2 Setting of concrete according to its properties No access
7. 1. Re 7.3 Delivery note for ready-mixed concrete No access
8. 1. Re 8.2 Conformity checks for concrete according to its properties No access
9. 1. Re 9.2 Production control systems No access
  2. Re 9.5 Concrete composition and initial testing No access
10. Re DIN EN 206-1, Annex A (normative) – Initial testing No access
11. Re DIN 1045-2, Annex H (normative) – Additional provisions for high-strength concrete No access
12. 1. Re M.1 Washout test No access
  2. Re M.2 Inductive method No access
13. 1. Re N.1 General No access
  2. Re N.2 Responsibility for initial testing No access
  3. Re N.3 Frequency of initial tests No access
  4. Re N.4 Test conditions No access
  5. Re N.5 Tests in initial testing No access
  6. Re N.6 Criteria for the acceptance of initial tests No access
14. 1. Re O.1 Preparing the specimens No access
  2. Re O.2 Storage No access
  3. Re O.3 Preparation for testing No access
  4. Re O.4 Test equipment No access
  5. Re O.5 Carrying out the test No access
  6. Re O.6 Determining the residual flexural strength No access
  7. Re O.7 Experimental test report No access
15. Re Annex P (normative) – Exact calculation of factor βL2 to determine centric tensile strength No access
16. Re Annex Q (normative) – Additional provisions for steel fibre reinforced concrete No access
1. Re 1 Scope No access
2. 1. Re 8.1 Setting of concrete No access
  2. Re 8.4 Pouring and compacting No access
3. Re DIN 1045-3, Annex NA (normative) – Monitoring by the construction company No access
4. 1. NB.1 General No access
  2. NB.3 Testing the steel fibre dosage of concrete according to its properties when using ready-mixed concrete No access
1. 1. 1 Basic principles No access
  2. 2 Scatter for steel fibre reinforced concrete No access
  3. 3 Fractiles as a function of the statistical scatter No access
  4. 4 Safety level of design values as a function of Afct No access
  5. 5 Conclusions No access
2. 1. 1 Concept No access
  2. 1. 2.1 Performance class No access
  3. 1. 3.1 How to take account of the dependency on geometry (κfG) No access
    2. 3.2 How to take account of the fibre orientation (κfF) No access
    3. 3.3 Conversion into residual tensile strengths using values of β No access
    4. 3.4 Design values No access
3. 1. 1 Test equipment No access
  2. 2 Test procedure No access
  3. 3 Typical load-displacement graphs No access
  4. 4 How to avoid errors No access
Bibliography No access Pages 89 - 90
Verzeichnis der in der Schriftenreihe des Deutschen Ausschusses für Stahlbeton – DAfStb – seit 1945 erschienenen Hefte No access Pages 91 - 1