Numerical Modelling of Laboratory Test of Plain Concrete Under Uniaxial Impact Compression

The aim of this study is to compare experimental results of the behaviour of concrete specimen, dynamically loaded in compression, carried out by P.H. BISCHOFF and S.H. PERRY [8], with the results obtained in numerical simulation. The intention of the investigation, re-ported in this paper, is to cr...

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Bibliographic Details
Main Authors: R. Adamczyk, T. Łodygowski
Format: Article
Language:English
Published: Institute of Fundamental Technological Research 2003-12-01
Series:Engineering Transactions
Online Access:https://et.ippt.pan.pl/index.php/et/article/view/478
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