New DAfStb guideline volume 619

Determination of characteristic compressive strengths of concrete and derived parameters in existing contexts

The determination of the actual mechanical properties of the materials used in building is a central element in the reanalysis of existing load-bearing structures. Generally, such values can be estimated with the aid of “DAfStb-Sachstandberichts Bauen im Bestand – Teil I” (DAfStb Status Report on Construction in Existing Contexts – Part I) by the classification of historical material definitions from planning documents relating to strength values according to Eurocode. For a reliable reanalysis including a potential modification of the partial safety factors, it is however necessary to check...

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Issue 02/2016 Assessment based on a small number of samples

Determination of characteristic compressive strengths in existing structures –

Construction in existing buildings has gained increasing ­significance in the construction industry in recent years. When the structural framework of existing buildings is modified, or if ­extreme...

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Issue 03/2010 High-strength self-compacting concrete

Development and checking of the characteristic parameters

As high-strength concrete in general may only be manufactured in monitoring class 3, no additional supervision would be required for the use of a high-strength self-compacting concrete (HSCC), instead...

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Issue 02/2018 Part 2: Design and construction

The new DAfStb Guideline on UHPC

The design and construction part of the DAfStb Guideline on UHPC replicates the structure of EN 1992-1-1. The verification methods are based on the design principles for reinforced and prestressed...

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Issue 02/2021

DAfStb guideline on “Structural concrete members with non-metal reinforcement”

Developments in the field of non-metal types of reinforcement are emerging both in Germany with the C3 project (e.g. [1]), technical approvals and pilot projects, and in Europe with the...

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Issue 02/2014 Day 3: Donnerstag, 20th February 2014

Construction in existing buildings

150 Modified partial safety factors for reinforced-concrete components Modifizierte Teilsicherheitsbeiwerte für Stahlbetonbauteile Prof. Dr.-Ing. Jürgen Schnell, Dipl.-Ing. Florian Stauder 152...

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