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

Benjamin Riisgaard; Tuan Ngo; Priyan Mendis; Christos Georgakis; Henrik Stang

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

Benjamin Riisgaard
, Tuan Ngo
, Priyan Mendis
, Christos Georgakis
, Henrik Stang

University of Melbourne

Research output: Chapter in Book/Report/Conference proceeding › Article in proceedings › Research › peer-review

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Abstract

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 language	English
Title of host publication	Fracture Mechanics of Concrete and Concrete Structures
Publication date	2007
Publication status	Published - 2007
Event	6th International Conference on Fracture Mechanics of Concrete and Concrete Structures - Catania, Italy Duration: 17 Jun 2007 → 22 Jun 2007 Conference number: 6

Conference

Conference	6th International Conference on Fracture Mechanics of Concrete and Concrete Structures
Number	6
Country/Territory	Italy
City	Catania
Period	17/06/2007 → 22/06/2007

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DIF HPC FraMCoS ver 2Final published version, 1.05 MB

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@inproceedings{331556582a9843a6b847bf833ceef27f,

title = "Dynamic Increase Factors for High Performance Concrete in Compression using Split Hopkinson Pressure Bar",

abstract = "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.",

author = "Benjamin Riisgaard and Tuan Ngo and Priyan Mendis and Christos Georgakis and Henrik Stang",

year = "2007",

language = "English",

booktitle = "Fracture Mechanics of Concrete and Concrete Structures",

note = "6th International Conference on Fracture Mechanics of Concrete and Concrete Structures, FraMCoS 2006 ; Conference date: 17-06-2007 Through 22-06-2007",

}

TY - GEN

T1 - Dynamic Increase Factors for High Performance Concrete in Compression using Split Hopkinson Pressure Bar

AU - Riisgaard, Benjamin

AU - Ngo, Tuan

AU - Mendis, Priyan

AU - Georgakis, Christos

AU - Stang, Henrik

N1 - Conference code: 6

PY - 2007

Y1 - 2007

N2 - 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.

AB - 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.

M3 - Article in proceedings

BT - Fracture Mechanics of Concrete and Concrete Structures

T2 - 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures

Y2 - 17 June 2007 through 22 June 2007

ER -

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

Abstract

Conference

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