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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Dynamic Increase Factors for High Performance Concrete in Compression using Split Hopkinson Pressure Bar. / Riisgaard, Benjamin; Ngo, Tuan; Mendis, Priyan; Georgakis, Christos; Stang, Henrik.

Fracture Mechanics of Concrete and Concrete Structures. 2007.

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

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Riisgaard, Benjamin; Ngo, Tuan; Mendis, Priyan; Georgakis, Christos; Stang, Henrik / Dynamic Increase Factors for High Performance Concrete in Compression using Split Hopkinson Pressure Bar.

Fracture Mechanics of Concrete and Concrete Structures. 2007.

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

Bibtex

@inbook{331556582a9843a6b847bf833ceef27f,
title = "Dynamic Increase Factors for High Performance Concrete in Compression using Split Hopkinson Pressure Bar",
author = "Benjamin Riisgaard and Tuan Ngo and Priyan Mendis and Christos Georgakis and Henrik Stang",
year = "2007",
booktitle = "Fracture Mechanics of Concrete and Concrete Structures",

}

RIS

TY - GEN

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

A1 - Riisgaard,Benjamin

A1 - Ngo,Tuan

A1 - Mendis,Priyan

A1 - Georgakis,Christos

A1 - Stang,Henrik

AU - Riisgaard,Benjamin

AU - Ngo,Tuan

AU - Mendis,Priyan

AU - Georgakis,Christos

AU - Stang,Henrik

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.

UR - http://www.cprosam.dk/

BT - Fracture Mechanics of Concrete and Concrete Structures

T2 - Fracture Mechanics of Concrete and Concrete Structures

ER -