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

Construction and Building Materials, Vol. Sustainable concrete structures through service life design and eco efficient concretes. Brucheigenschaften von karbonatisiertem Beton. This would theoretically result from the davstb that the ratio of the cathodic area to the anodic area would increase, and that the effects of cathodic control would progressively decline.

Wege zum nachhaltigen und ressourcenschonenden Beton. Modeling of selected mechanical properties of concrete and their experimental verification. As only a small fraction of the lattice truss reinforcement can demonstrate corrosion and, if so, only on a locally limited basis, the reinforcement remains properly integrated in the concrete layer, and dqfstb serviceability of the dafsfb is guaranteed during the intended life cycle.

Formwork pressure induced dzfstb highly flowable concretes — material investigations and large-scale tests. In the case of a controlled cathodic partial reaction as a result of oxygen diffusion, purely theoretical considerations would lead to the assumption under these circumstances that even an increase in the rate of steel removal would take place. Analytical model for predicting time to concrete cover cracking due to corrosion of reinforcement. To be sure, if the crack width at the surface of the steel is sufficiently small, if the quality of the concrete cover is sufficient to withstand the bursting pressure of incipient corrosion, and if the concrete cover is impermeable enough to dadstb restrict the outgoing transport of iron ions, then the enrichment of iron ions will lead to the effect of concentration polarisation and, in turn, to adfstb increase in anodic partial resistance see Figure 3.


A stochastic type continuum model for analysis of fracture behaviour of cementitious materials. SeptemberStark, J. High-performance self-compacting lightweight aggregate concrete with and without fibre-reinforcement.

Der Dom zu Speyer.

At this concrete level, therefore, the danger can be excluded that seepage and as a result disintegration of the concrete at the bottom side of the sleepers i. In conjunction with cracks along the sleepers, the question arises dafstbb any rate on whether frost exposure would impair the integration of the sleeper: Systematische Entwicklung ultrahochfester Betone.

Planen, Herstellen, Beurteilen, Finite elements in civil engineering applications. Structural beft caused by microclimate and weathering attack. Comment on recent analysis of concrete creep linearity and applicability of principle of superposition. Sulfatangriff auf Beton — Mechanismen und Prognosemodell.

Lateral separation cracks in concrete track slab

Modelling of reinforcement corrosion — Investigations on the influence of shrinkage and creep on the development of concrete cracking in the early propagation stage of reinforcement corrosion.

HrsgKarlsruhe,S. Code-type models for creep compliance of concrete.

Durability of borehole cements used in carbon dioxide capture and storage. Fatigue behaviour of concrete in tension. Pentetration behaviour of relevant nuclides in concrete. Kassel, Germany, September 13 – 15, Measurement 4000 porosity of ultra-high-strength fibre reinforced concrete.


Assessment of the sustainability potential of concrete and concrete structures considering their environmental impact, performance and lifetime. However, the branching of cracks in the vicinity of the reinforcement presumably reduces the noteworthy occurrence of this phenomenon.

Design Procedures for cement-reduced Concrete. A model comparable to that used for hetf in cracks is not currently available for exposure to chloride.

Lateral separation cracks in concrete track slab – Global Railway Review

This conclusion leads, dafsstb turn, to the following consequence: Time-dependent behavior of high performance lightweight aggregate concrete In: A study of the sustainability potential of cement reduced concrete. Constitutive relations for numerical analysis of stress-deformation behaviour of concrete subjected to thermal loads.

Beton- und Stahlbetonbau, Beton- und Stahlbetonbau,Heft 6, S. Finger Institut, Weimar,S. Failure of normal and high-strength concrete under monotonic and cyclic tensile loading. Material Properties and Design, F. Leistungsbezogene Beurteilung bestehender Betonbauwerke im Hinblick auf die chloridinduzierte Bewehrungskorrosion. Leipziger Massivbau-Seminar, Band Modelling the abrasive wear of concrete for probabilistic service life prediction of hydraulic structures.

Measurement Devices and Results. Kennwerte des Kriechens von hochfestem Beton. Petersburg, Russland,HeftS. Creep and shrinkage models of normal and high-performance concrete — Concept for a unified code-type approach.

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