Failure models for ultra high performance concrete (UHPC)

Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review

Autoren

  • Jürgen Grünberg
  • Christian Ertel
  • Ludgar Lohaus
  • Maik Wefer
  • Manfred Curbach
  • Kerstin Speck
  • Roland Niedermeier
  • Birol Fitik

Organisationseinheiten

Externe Organisationen

  • Technische Universität Dresden
  • Technische Universität München (TUM)
Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Titel des Sammelwerks3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference
UntertitelThink Globally, Build Locally, Proceedings
Herausgeber (Verlag)Precast/Prestressed Concrete Institute
ISBN (elektronisch)9780937040904
PublikationsstatusVeröffentlicht - 2010
Veranstaltung3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference 2010 - Washington, USA / Vereinigte Staaten
Dauer: 29 Mai 2010 → 2 Juni 2010

Publikationsreihe

Name3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings

Abstract

Although ultra high performance concrete (UHPC) is a relatively new material, several constructions applying UHPC have already been realized throughout the world. In order to provide a basis of design of UHPC structures, the priority programme "Sustainable Building with Ultra High Performance Concrete" was initiated by the German Research Foundation in 2005 financing numerous research projects within a period of six years1. The special and outstanding characteristics of UHPC require the development of a triaxial mechanical model for numerical investigations. This paper summarizes the research work of the task group "Failure Models" composed of three related research projects. Finally, all experimental results and model approaches of these projects shall be introduced into a multi-axial failure model - including fatigue - being suitable for numerical investigations.

ASJC Scopus Sachgebiete

Zitieren

Failure models for ultra high performance concrete (UHPC). / Grünberg, Jürgen; Ertel, Christian; Lohaus, Ludgar et al.
3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings. Precast/Prestressed Concrete Institute, 2010. (3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings).

Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review

Grünberg, J, Ertel, C, Lohaus, L, Wefer, M, Curbach, M, Speck, K, Niedermeier, R & Fitik, B 2010, Failure models for ultra high performance concrete (UHPC). in 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings. 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings, Precast/Prestressed Concrete Institute, 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference 2010, Washington, USA / Vereinigte Staaten, 29 Mai 2010.
Grünberg, J., Ertel, C., Lohaus, L., Wefer, M., Curbach, M., Speck, K., Niedermeier, R., & Fitik, B. (2010). Failure models for ultra high performance concrete (UHPC). In 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings (3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings). Precast/Prestressed Concrete Institute.
Grünberg J, Ertel C, Lohaus L, Wefer M, Curbach M, Speck K et al. Failure models for ultra high performance concrete (UHPC). in 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings. Precast/Prestressed Concrete Institute. 2010. (3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings).
Grünberg, Jürgen ; Ertel, Christian ; Lohaus, Ludgar et al. / Failure models for ultra high performance concrete (UHPC). 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings. Precast/Prestressed Concrete Institute, 2010. (3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings).
Download
@inproceedings{dd915a87abbb4db1aa51b147cf420b1e,
title = "Failure models for ultra high performance concrete (UHPC)",
abstract = "Although ultra high performance concrete (UHPC) is a relatively new material, several constructions applying UHPC have already been realized throughout the world. In order to provide a basis of design of UHPC structures, the priority programme {"}Sustainable Building with Ultra High Performance Concrete{"} was initiated by the German Research Foundation in 2005 financing numerous research projects within a period of six years1. The special and outstanding characteristics of UHPC require the development of a triaxial mechanical model for numerical investigations. This paper summarizes the research work of the task group {"}Failure Models{"} composed of three related research projects. Finally, all experimental results and model approaches of these projects shall be introduced into a multi-axial failure model - including fatigue - being suitable for numerical investigations.",
keywords = "Failure models, Test setups, Triaxial strength, Ultra-high-performance concrete",
author = "J{\"u}rgen Gr{\"u}nberg and Christian Ertel and Ludgar Lohaus and Maik Wefer and Manfred Curbach and Kerstin Speck and Roland Niedermeier and Birol Fitik",
year = "2010",
language = "English",
series = "3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings",
publisher = "Precast/Prestressed Concrete Institute",
booktitle = "3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference",
address = "United States",
note = "3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference 2010 ; Conference date: 29-05-2010 Through 02-06-2010",

}

Download

TY - GEN

T1 - Failure models for ultra high performance concrete (UHPC)

AU - Grünberg, Jürgen

AU - Ertel, Christian

AU - Lohaus, Ludgar

AU - Wefer, Maik

AU - Curbach, Manfred

AU - Speck, Kerstin

AU - Niedermeier, Roland

AU - Fitik, Birol

PY - 2010

Y1 - 2010

N2 - Although ultra high performance concrete (UHPC) is a relatively new material, several constructions applying UHPC have already been realized throughout the world. In order to provide a basis of design of UHPC structures, the priority programme "Sustainable Building with Ultra High Performance Concrete" was initiated by the German Research Foundation in 2005 financing numerous research projects within a period of six years1. The special and outstanding characteristics of UHPC require the development of a triaxial mechanical model for numerical investigations. This paper summarizes the research work of the task group "Failure Models" composed of three related research projects. Finally, all experimental results and model approaches of these projects shall be introduced into a multi-axial failure model - including fatigue - being suitable for numerical investigations.

AB - Although ultra high performance concrete (UHPC) is a relatively new material, several constructions applying UHPC have already been realized throughout the world. In order to provide a basis of design of UHPC structures, the priority programme "Sustainable Building with Ultra High Performance Concrete" was initiated by the German Research Foundation in 2005 financing numerous research projects within a period of six years1. The special and outstanding characteristics of UHPC require the development of a triaxial mechanical model for numerical investigations. This paper summarizes the research work of the task group "Failure Models" composed of three related research projects. Finally, all experimental results and model approaches of these projects shall be introduced into a multi-axial failure model - including fatigue - being suitable for numerical investigations.

KW - Failure models

KW - Test setups

KW - Triaxial strength

KW - Ultra-high-performance concrete

UR - http://www.scopus.com/inward/record.url?scp=85013929667&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:85013929667

T3 - 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings

BT - 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference

PB - Precast/Prestressed Concrete Institute

T2 - 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference 2010

Y2 - 29 May 2010 through 2 June 2010

ER -