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Alkaliionendiffusion in carbonatisierte und nicht carbonatisierte Betone

Thoke-Weidlich, Susanne (Hannover : Universität, 2002)

[no abstract]
Betonermüdung – Sicherheiten und Entwicklungspotenziale

Schmidt, Boso; Schneider, Sebastian; Marx, Steffen (Hannover : Institutionelles Repositorium der Leibniz Universität Hannover, 2019)

Das tatsächliche Sicherheitsniveau bei der Ermüdungsbemessung von druckschwellbeanspruchtem Beton ist derzeit unbekannt. In diesem Beitrag werden das Nachweiskonzept gegen Betonermüdung nach Model Code 2010 (FIB 2013) ...
Empirical approach for the residual flexural tensile strength of steel fiber-reinforced concrete based on notched three-point bending tests

Oettel, Vincent; Schulz, Markus; Haist, Michael (Malden, Mass. : Wiley, 2022)

When designing steel fiber-reinforced concrete, for example, according to Model Code 2010, the residual flexural strength values must be specified as fundamental properties. It is often difficult to establish the relationship ...
Empirical approach for the residual flexural tensile strength of steel fiber-reinforced concrete based on notched three-point bending tests

Oettel, Vincent; Schulz, Markus; Haist, Michael (Malden, Mass. : Wiley, 2022)

When designing steel fiber-reinforced concrete, for example, according to Model Code 2010, the residual flexural strength values must be specified as fundamental properties. It is often difficult to establish the relationship ...
Fachwerke aus Betonstreben und Sphärogussknoten

Stümpel, Marina; Marx, Steffen (Hannover : Institutionelles Repositorium der Leibniz Universität Hannover, 2019)

Fachwerke gehören zu den leistungsfähigsten Tragstrukturen im Bauwesen. So wurden schon zu Beginn der Stahlbetonbauweise Fachwerkkonstruktionen aus Beton gebaut. Die mit der Ausführung einhergehenden Schwierigkeiten führten ...
Steel fiber reinforced RC beams in pure torsion—Load-bearing behavior and modified space truss model

Oettel, Vincent (Malden, Mass. : Wiley, 2022)

Investigations on steel fiber reinforced concrete (RC) beams in torsion show, that the steel fibers positively influence the torsional load-bearing behavior. Since a systematic evaluation of the previously known test results ...

Now showing items 1-6 of 6

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