Details
| Titel in Übersetzung | Multiaxial mechanical model of ultra-high-performance concrete |
|---|---|
| Originalsprache | Deutsch |
| Seiten (von - bis) | 388-398 |
| Seitenumfang | 11 |
| Fachzeitschrift | Beton- und Stahlbetonbau |
| Jahrgang | 102 |
| Ausgabenummer | 6 |
| Frühes Online-Datum | 1 Juni 2007 |
| Publikationsstatus | Veröffentlicht - Juni 2007 |
Abstract
The special and outstanding characteristics of ultra-high-performance concrete (UHPC) require the development of a multiaxial mechanical model for numerical investigations. With the three phases model it is possible to describe the behaviour of concrete from extremely brittle to more ductile using the characteristic development of the principal meridians, in particular the compressive meridian of the fracture surface. Furthermore, the anisotropic damage due to fatigue is considered in the principal-stress-area by different grades of damage in relation to the tensile and the compressive meridian. In experimental investigations, the necessary parameters are determined to calibrate the three phases model for UHPC by specifying the principal meridians for static loading. In further dynamic investigations the parameters for an anisotropic damage model are determined for fatigue loading.
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in: Beton- und Stahlbetonbau, Jahrgang 102, Nr. 6, 06.2007, S. 388-398.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Mehraxiales Mechanisches Ermüdungsmodell von Ultra-Hochfestem Beton
AU - Grünberg, Jürgen
AU - Lohaus, Ludger
AU - Ertel, Christian
AU - Wefer, Maik
N1 - Funding Information: Das Forschungsvorhaben wird von der Deutschen Forschungsgemeinschaft (DFG) im Schwerpunktprogramm 1182: „Nachhaltiges Bauen mit UHPC“ gefördert.
PY - 2007/6
Y1 - 2007/6
N2 - The special and outstanding characteristics of ultra-high-performance concrete (UHPC) require the development of a multiaxial mechanical model for numerical investigations. With the three phases model it is possible to describe the behaviour of concrete from extremely brittle to more ductile using the characteristic development of the principal meridians, in particular the compressive meridian of the fracture surface. Furthermore, the anisotropic damage due to fatigue is considered in the principal-stress-area by different grades of damage in relation to the tensile and the compressive meridian. In experimental investigations, the necessary parameters are determined to calibrate the three phases model for UHPC by specifying the principal meridians for static loading. In further dynamic investigations the parameters for an anisotropic damage model are determined for fatigue loading.
AB - The special and outstanding characteristics of ultra-high-performance concrete (UHPC) require the development of a multiaxial mechanical model for numerical investigations. With the three phases model it is possible to describe the behaviour of concrete from extremely brittle to more ductile using the characteristic development of the principal meridians, in particular the compressive meridian of the fracture surface. Furthermore, the anisotropic damage due to fatigue is considered in the principal-stress-area by different grades of damage in relation to the tensile and the compressive meridian. In experimental investigations, the necessary parameters are determined to calibrate the three phases model for UHPC by specifying the principal meridians for static loading. In further dynamic investigations the parameters for an anisotropic damage model are determined for fatigue loading.
UR - http://www.scopus.com/inward/record.url?scp=34250800286&partnerID=8YFLogxK
U2 - 10.1002/best.200700553
DO - 10.1002/best.200700553
M3 - Artikel
AN - SCOPUS:34250800286
VL - 102
SP - 388
EP - 398
JO - Beton- und Stahlbetonbau
JF - Beton- und Stahlbetonbau
SN - 0005-9900
IS - 6
ER -