Dynamic Increase Factors for High Performance Concrete in Compression using Split Hopkinson Pressure Bar

Publication: Research - peer-reviewArticle in proceedings – Annual report year: 2007

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This paper provides dynamic increase factors (DIF) in compression for two different High Performance Concretes (HPC), 100 MPa and 160 MPa, respectively. In the experimental investigation 2 different Split Hopkinson Pressure Bars are used in order to test over a wide range of strain rates, 100 sec1 to 700 sec-1. The results are compared with the CEB Model Code and the Spilt Hopkinson Pressure Bar technique is briefly de-scribed.
Original languageEnglish
Title of host publicationFracture Mechanics of Concrete and Concrete Structures
Publication date2007
StatePublished

Conference

Conference6th International Conference on Fracture Mechanics of Concrete and Concrete Structures
Number6
CountryItaly
CityCatania
Period17/06/0722/06/07
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