Details
| Original language | English |
|---|---|
| Title of host publication | 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference |
| Subtitle of host publication | Think Globally, Build Locally, Proceedings |
| Publisher | Precast/Prestressed Concrete Institute |
| ISBN (electronic) | 9780937040904 |
| Publication status | Published - 2010 |
| Event | 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference 2010 - Washington, United States Duration: 29 May 2010 → 2 Jun 2010 |
Publication series
| Name | 3rd 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.
Keywords
- Failure models, Test setups, Triaxial strength, Ultra-high-performance concrete
ASJC Scopus subject areas
- Engineering(all)
- Building and Construction
- Engineering(all)
- Civil and Structural Engineering
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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).
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
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 -