Design and Calibration of a Large-Scale 155-mm Split-Hopkinson Pressure Bar

Author:

Xiong Beibei1,Wang Junsong2,Benidir Adel3,Demartino Cristoforo4,Xiao Yan5

Affiliation:

1. Assistant Professor, College of Civil and Engineering, Nanjing Tech Univ., Nanjing 211816, China.

2. Ph.D. Candidate, Dept. of Environment and Energy Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China.

3. Researcher, National Centre of Integrated Studies and Research on Building Engineering (CNERIB), New El Mokrani City, Souidania, Algiers 16201, Algeria.

4. Assistant Professor, Zhejiang Univ.–Univ. of Illinois at Urbana Champaign Institute, Zhejiang Univ., Haining 314400, Zhejiang, PR China; Adjunct Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801 (corresponding author).

5. Professor, Zhejiang Univ.–Univ. of Illinois at Urbana Champaign Institute, Haining 314400, Zhejiang, PR China; Adjunct Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference94 articles.

1. The oblique-plate impact experiment

2. Effect of Specimen Diameter in Compression at High Strain Rates

3. Study of the true tensile stress-strain diagram of plain concrete with real size aggregate; need for and design of a large Hopkinson bar bundle;Albertini C.;J. Phys. IV,1994

4. Dimension effect on dynamic stress equilibrium in SHPB tests;Al-Maliky N. S.;Int. J. Mater. Phys.,2014

5. Strain-Rate Effects in the Propagation of Torsional Plastic Waves

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