Browsing Universiteto produkcija / University's production by Institution "Aarhus University"

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    • Behaviour of curved reinforcement bars 

      Frydenlev Langberg, Mikkel; Fisker, Jakob; Hagsten, Lars German (International Conference Modern Building Materials, Structures and Techniques (MBMST 2019), 2019)
      Bended or curved reinforcement bars are often met in assessment of existing reinforced concrete structures and are used in design of nodal regions such as frame corners. Although being present in many tested reinforced ...

    • Cracking in flexural reinforced concrete members 

      Beedholm-Rasmussen, Annette; Fisker, Jakob; German-Hagsten, Lars (Procedia Engineering, 2017)
      The system of cracks developing in reinforced concrete is in many aspects essential when modelling structures in both serviceability- and ultimate limit state. This paper discusses the behavior concerning crack development ...

    • Reducing variability of workforce as a tool to improve plan reliability 

      Shen, Yicheng; Zygmunt, Katarzyna Julia; Wandahl, Søren (Procedia Engineering, 2017)
      Variability of flow is recognized as one of the greatest obstacles to production management. Since the work flow and labour flow are two dominators of work performance, it is important to manage them simultaneously. The ...

    • Shear failures in cantilevered reinforced concrete slab-strips without transverse reinforcement 

      Svarre, Christian; Fisker, Jakob; Hagsten, Lars (International Conference Modern Building Materials, Structures and Techniques (MBMST 2019), 2019)
      Design of slabs without shear reinforcement is, in practice, based mainly on empirical codified methods, derived on the basis of a large number of tests. However, the vast majority of these tests involves simply supported ...

    • Strain capacity of reinforced concrete members subjected to uniaxial tension 

      German Hagsten, Lars; Beedholm Rasmussen, Annette; Fisker, Jakob (Procedia Engineering, 2017)
      The aim of this paper is to set up a method to determine the strain capacity of tension bars of reinforced concrete (RC) subjected to pure tension. Due to the interaction between reinforcement and concrete and due to the ...