Rohre aus Ultrahochfestem Beton mit Stahlblechummantelung unter zentrischer Druckbeanspruchung

Research output: Contribution to journalArticleResearchpeer review

Authors

  • N. Lindschulte
  • L. Lohaus

External Research Organisations

  • Lindschulte Ingenieurgesellschaft mbH
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Details

Translated title of the contributionTubes of ultra-high performance concrete with steel sheathing under axial compression
Original languageGerman
Pages (from-to)71-80
Number of pages10
JournalBauingenieur
Volume90
Issue numberFebruary
Publication statusPublished - Feb 2015

Abstract

The objective of this paper is to describe the load bearing behavior of ultra-high performance concrete (UHPC) tubes with steel sheathing under compression. The effect of different methods to increase the ductility will be presented as well as advices for the transference to building-practical applications. Results of an extensive test program on axial loaded tube specimens will be presented using geometrical and material variations to offer important findings for light-weight structures of UHPC. Concrete technological properties of UHPC (e.g. autogenous shrinkage) show influences on the load carrying behavior and will be highlighted as well as comparatively to tube structures with normal strength concrete. Furthermore a new developed engineering model to forecast the ultimate and residual load capacity of axial loaded UHPC-tubes with steel sheathing will be presented.

ASJC Scopus subject areas

Cite this

Rohre aus Ultrahochfestem Beton mit Stahlblechummantelung unter zentrischer Druckbeanspruchung. / Lindschulte, N.; Lohaus, L.
In: Bauingenieur, Vol. 90, No. February, 02.2015, p. 71-80.

Research output: Contribution to journalArticleResearchpeer review

Lindschulte, N & Lohaus, L 2015, 'Rohre aus Ultrahochfestem Beton mit Stahlblechummantelung unter zentrischer Druckbeanspruchung', Bauingenieur, vol. 90, no. February, pp. 71-80.
Lindschulte, N. ; Lohaus, L. / Rohre aus Ultrahochfestem Beton mit Stahlblechummantelung unter zentrischer Druckbeanspruchung. In: Bauingenieur. 2015 ; Vol. 90, No. February. pp. 71-80.
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abstract = "The objective of this paper is to describe the load bearing behavior of ultra-high performance concrete (UHPC) tubes with steel sheathing under compression. The effect of different methods to increase the ductility will be presented as well as advices for the transference to building-practical applications. Results of an extensive test program on axial loaded tube specimens will be presented using geometrical and material variations to offer important findings for light-weight structures of UHPC. Concrete technological properties of UHPC (e.g. autogenous shrinkage) show influences on the load carrying behavior and will be highlighted as well as comparatively to tube structures with normal strength concrete. Furthermore a new developed engineering model to forecast the ultimate and residual load capacity of axial loaded UHPC-tubes with steel sheathing will be presented.",
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