Beitrag in einem Tagungsband
Structural behavior of UHPC under biaxial loading
Details zur Publikation
Autor(inn)en: | Fehling, E.; Leutbecher, T.; Röder, F.; Stürwald, S. |
Herausgeber: | Fehling, E.; Schmidt, M.; Stürwald, S. |
Verlag: | kassel university press GmbH |
Verlagsort / Veröffentlichungsort: | Kassel |
Publikationsjahr: | 2008 |
Seitenbereich: | 569-576 |
Buchtitel: | Ultra High Performance Concrete (UHPC), Second International Symposium on Ultra High Performance Concrete |
Titel der Buchreihe: | Schriftreihe Baustoffe und Massivbau |
Jahrgang/Band : | 10 |
Zusammenfassung, Abstract
Within a research program, reinforced ultra high performance concrete (UHPC) panels have been investigated experimentally under biaxial compression-tension loading. The effects of transverse tensile stress and the cracking as a result of the compressive strength have been studied. Based on the experimental results and those of an earlier research program on normal strength concrete (NSC) panels, a proposal for the reduction of the compressive strength of cracked reinforced non-fibered and steel fiber concrete against the applied tensile strain, could be developed.
Within a research program, reinforced ultra high performance concrete (UHPC) panels have been investigated experimentally under biaxial compression-tension loading. The effects of transverse tensile stress and the cracking as a result of the compressive strength have been studied. Based on the experimental results and those of an earlier research program on normal strength concrete (NSC) panels, a proposal for the reduction of the compressive strength of cracked reinforced non-fibered and steel fiber concrete against the applied tensile strain, could be developed.
Schlagwörter
bar reinforcement, biaxial test, compression, material model, panel, reduction factor, steel fibers, tension, UHPC
Autor(inn)en / Herausgeber(innen)
