Settings

Now showing1 - 5 of 5
  • Some of the metrics are blocked by your 
    consent settings
    Item type:Publication, Access status: with files ,
    Untersuchung zum Einflusses von geneigten Druckgurten auf den Querkraftwiderstand : Versuchsbericht
    (2020)
    Rombach, Günter
    ;
    Schütte, Björn
    The research report describes the tests carried out at the Institute for Structural Concrete at TUHH in 2018 on tapered reinforced concrete beams to check the influence of the inclined compression strut on the shear capacity. The results show that Vccd may lead to unsafe results.
    Publicationtype: Research Report
      308  367
  • Some of the metrics are blocked by your 
    consent settings
    Item type:Publication, Access status: without files ,
    Zum Tragwiderstand querkraftbewehrter Stahlbetonbalken
    (Shaker Verlag, 2019)
    Schütte, Björn
    ;
    Sigrist, Viktor
    Publicationtype: Doctoral Thesis
      146
  • Some of the metrics are blocked by your 
    consent settings
    Item type:Publication, Access status: without files ,
    Computerbasierte Bemessung von Flachdecken
    (Ruhr-Universität Bochum, 2017)
    Rombach, Günter Axel
    ;
    Schütte, Björn
    Publicationtype: Conference Paper
      67
  • Some of the metrics are blocked by your 
    consent settings
    Item type:Publication, Access status: with files ,
      392  928
  • Some of the metrics are blocked by your 
    consent settings
    Item type:Publication, Access status: without files ,
    FORCE introduction into flanges of structural concrete t-beams
    (International Federation for Structural Concrete, 2015)
    Schütte, Björn
    ;
    Sigrist, Viktor
    T-beams are often used as structural concrete members. One aspect in the design of such members refers to the examination of the spreading forces in the nange. To equilibrate this spreading, transverse tensile forces are necessary. The general design procedure for this is based on Strut-and-Tie (or Stress Field) models. Codes of practice recommend fixed inclinations of the concrete struts and usually a constant reduction factor for the compressive strength. In the case of design this leads to safe results. However, for an assessment it might be worthwhile to improve the procedure. This contribution aims at further investigating this problem. An advanced method for the analysis of webs in shear, the Generalized Stress Field Approach, is applied to compression nanges. This leads to a consistent calculation procedure for web and nange. Furthermore, additional transverse bending is examined. The present analysis is compared to available test results and shows a reasonably good agreement.
    Publicationtype: Conference Paper
      23