Dynamic Increase Factors for High Performance Concrete in Compression using Split Hopkinson Pressure Bar
Publication: Research - peer-review › Article in proceedings – Annual report year: 2007
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.
|Title of host publication||Fracture Mechanics of Concrete and Concrete Structures|
|State||Published - 2007|
|Conference||6th International Conference on Fracture Mechanics of Concrete and Concrete Structures|
|Period||17/06/2007 → 22/06/2007|
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