Impact fracture process and mechanical properties of plain concrete by means of an Hopkinson bar bundle

被引：17

作者：

Albertini, C

Cadoni, E

Labibes, K

机构：

[1] European Commission, Joint Research Centre, Inst. for Syst., Info. and Safety, 21020 Ispra (VA)

来源：

JOURNAL DE PHYSIQUE IV | 1997年 / 7卷 / C3期

关键词：

D O I：

10.1051/jp4:19973154

中图分类号：

O4 [物理学];

学科分类号：

0702 ;

摘要：

The specimen size of concrete specimens should be large enough to be representative of the material. In this paper it is shown how the bundle bars method allows the dynamic mechanical characterisation by using the uniaxial elastic wave propagation theory used in the Hokinson bar technique.

引用

页码：915 / 920

页数：6