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Shear carrying capacity of ultra-high performance concrete beams

Bertram, Guido / Hegger, Josef

UHPC (Ultra High-Performance Concrete) is a high-tech material opening new opportunities especially for slender constructions. Within the collaborative research project 'Sustainable Building with Ultra High Performance Concrete (UHPC)' supported by the German Research Foundation (DFG) design models for pretensioned beams have been developed at the Institute of Structural Concrete at RWTH Aachen University. Several tests were performed to investigate the bond anchorage and the shear carrying behavior of prestressed concrete beams made of UHPC with and without web openings.

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Shear carrying capacity of ultra-high performance concrete beams

Bertram, Guido / Hegger, Josef

UHPC (Ultra High-Performance Concrete) is a high-tech material opening new opportunities especially for slender constructions. Within the collaborative research project 'Sustainable Building with Ultra High Performance Concrete (UHPC)' supported by the German Research Foundation (DFG) design models for pretensioned beams have been developed at the Institute of Structural Concrete at RWTH Aachen University. Several tests were performed to investigate the bond anchorage and the shear carrying behavior of prestressed concrete beams made of UHPC with and without web openings.

Shear carrying capacity of ultra-high performance concrete beams

Bertram, Guido / Hegger, Josef

UHPC (Ultra High-Performance Concrete) is a high-tech material opening new opportunities especially for slender constructions. Within the collaborative research project 'Sustainable Building with Ultra High Performance Concrete (UHPC)' supported by the German Research Foundation (DFG) design models for pretensioned beams have been developed at the Institute of Structural Concrete at RWTH Aachen University. Several tests were performed to investigate the bond anchorage and the shear carrying behavior of prestressed concrete beams made of UHPC with and without web openings.

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Titel:

Shear carrying capacity of ultra-high performance concrete beams

Weitere Titelangaben:

Scherspannungsaufnahmevermögen von Ultrahochleistungsbetonbalken

Beteiligte:

Bertram, Guido (Autor:in) / Hegger, Josef (Autor:in)

Erschienen in:

http://jci-web.jp/8HSC-HPC/, HSC/HPC, International Symposium on the Utilization of High Strength and High Performance Concrete, 8 ; 915-920

Erscheinungsdatum:

2008

Format / Umfang:

6 Seiten, 14 Bilder, 3 Tabellen, 11 Quellen

Medientyp:

Aufsatz (Konferenz)

Format:

Print

Sprache:

Englisch

Schlagwörter:

Ultrahochleistungsbeton , stahlfaserverstärkter Beton , Stahlfaser , mechanische Vorspannung , Spannbeton , Scherprüfung , Scherspannung , Lagertragfähigkeit , Spannungs-Dehnungs-Diagramm , Spannungs-Dehnungs-Verhalten , Schlankheitsgrad , Scherbeanspruchung

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