German Committee for Structural Concrete (DAfStb): Recommendations for the Use of DIN EN , DIN etc. — Heft , Beuth-Verlag Berlin, DIN DIN und DIN ; Deutscher Ausschuß für Stahlbeton, Heft , Beuth Verlag, Berlin, Beton-und Stahlbetonbau, Heft 1, , S . (E4 E6) cubes. ( mm) cylinders cylinders cubes. ( mm) cubes. ( mm). (DAfStb), Heft , Beuth, [7] Strauss, A.

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In special cases e. Eligehausen, ibidem-Verlag, Stuttgart,S. Product details Perfect Paperback Publisher: Any decision to carry out conformity assessment with overlapping results shall be made before production commences and be reported to the inspection agency together with details of the overlap intervals. Page 16 DIN Untersuchungen zur Dauerhaftigkeit der steinsichtigen Kuppel.

Additional control of equipment for production of high-strength concrete. Effect of the test set-up on fracture mechanical parameters of concrete.

DIN 增强、钢筋和预 应力混凝土 第2部分 混凝土 规范性能生产和适用性_百度文库

Internationale Baustofftagung ibausilBand 2, Stark, J. Development and application of UHPC convenience blends. Fracture behaviour of high-performance concrete. Massivbau im Wandel, Festschrift zum Betoninstandsetzung an russischen Wasserbauwerken — Herausforderungen, innovative Konzepte und Erprobung.

The text introduced by the last dash in the second paragraph is supplemented by the following: Comparison of prediction methods for creep coefficients 52 structural concrete with experimental data. Page 22 DIN Optimization of the pumpability of self-compacting lightweight concrete. If the check for normal distribution gives a negative result, the presentation in the probability net may indicate the form this deviation has taken, which, in certain circumstances, may enable the causes for deviation from normal distribution to be inferred.


Creep and shrinkage of concrete at variable ambient conditions. For flowing concrete, the eafstb air content from table F.

Veröffentlichungen von Prof. Dr.-Ing. H. S. Müller

Time-dependent behavior of high performance lightweight dastb concrete In: The plausibility of the dacstb shall be assumed if the check for compatibility gives a positive result. Life-Cycle of Structural Systems: Where concrete with unsealed surfaces due to come into contact with fluid including liquefied gases or paste-like water pollutants is classed as being at risk according to the terms of the Gesetz zur Ordnung des Wasserhaushalts, the concrete shall comply with the requirements of this standard and the provisions laid down in DAfStb-Richtlinie Betonbau beim Umgang mit wassergef?

The second paragraph is supplemented by the following: Werkstoffwissenschaften und Bauinstandsetzen, F. Ddafstb Baustoffe und Bauwerkserhaltung — Sichtbeton: Petersburg, Russland,Heft 2, S. Considerations on the development of a data base on creep and shrinkage tests.

Lebensdauerprognose Beton — Kenntnisstand, Herausforderungen und Chancen. Temperature, moisture and traffic effects in concrete highway pavements. Evaluation of load-time functions due to impact of soft missiles.


Page 24 DIN Physikalische Eigenschaften und Wechselwirkungen zwischen Zementpartikeln und deren Einfluss auf die Rheologie von Zementsuspensionen.

It is to be used in conjunction with DIN ENand is based on that standard, containing supplementary national specifications to take into account German climatic and geographic conditions, safety levels and established regional practices. A fifth paragraph is added: The role and tools of lifetime management of civil concrete structures.

IMB-Veröffentlichungen – Veröffentlichungen von Prof. Dr.-Ing. H. S. Müller

When using lightweight aggregate of 4 mm maximum particle size i. Investigations on the mechanism of concrete cover cracking due to reinforcement corrosion. Rissbildung in Betonfertigteilen – Betontechnologische Aspekte. Sampling of lightweight concrete shall take place at the location of its use.

Durability in design, detailing and construction,S. Effect of aggregate particle size on mechanical properties of concrete.

Gentle concrete repair — Scientific background and practical methods.