ISSN:
1013-9826
Source:
Scientific.Net: Materials Science & Technology / Trans Tech Publications Archiv 1984-2008
Topics:
Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
Notes:
Results of tests using two kinds of nylon reinforced concrete samples are described . Inorder to deal with the heterogeneous effects of samples resulted from large particles which rangefrom7mm to10mm in diameters, a SPH bar which is 74mm in diameter is used. There seemssomething new and difficult in the method of testing the concrete’s dynamic compressive responses.The results show that there are obvious strain rate effects in both the two kinds of samples , and thefailure strength increases with the increasing of the strain rate
Type of Medium:
Electronic Resource
URL:
http://www.tib-hannover.de/fulltexts/2011/0528/01/52/transtech_doi~10.4028%252Fwww.scientific.net%252FKEM.326-328.1581.pdf
Permalink