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Experimental study on dynamic compression of nylon reinforced concrete

Zhang, Qing-ming / Gu, Zhong-ming / Li, Chen / Wang, Xiao-ying / Hu, Shi-sheng

Results of tests using two kinds of nylon reinforced concrete samples are described . In order to deal with the heterogeneous effects of samples resulted from large particles which range from7 mm to 10 mm in diameters, a SPH bar which is 74 mm in diameter is used. There seems something 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 the failure strength increases with the increasing of the strain rate.

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Experimental study on dynamic compression of nylon reinforced concrete

Zhang, Qing-ming / Gu, Zhong-ming / Li, Chen / Wang, Xiao-ying / Hu, Shi-sheng

Results of tests using two kinds of nylon reinforced concrete samples are described . In order to deal with the heterogeneous effects of samples resulted from large particles which range from7 mm to 10 mm in diameters, a SPH bar which is 74 mm in diameter is used. There seems something 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 the failure strength increases with the increasing of the strain rate.

Experimental study on dynamic compression of nylon reinforced concrete

Zhang, Qing-ming / Gu, Zhong-ming / Li, Chen / Wang, Xiao-ying / Hu, Shi-sheng

Results of tests using two kinds of nylon reinforced concrete samples are described . In order to deal with the heterogeneous effects of samples resulted from large particles which range from7 mm to 10 mm in diameters, a SPH bar which is 74 mm in diameter is used. There seems something 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 the failure strength increases with the increasing of the strain rate.

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Titel:

Experimental study on dynamic compression of nylon reinforced concrete

Beteiligte:

Zhang, Qing-ming (Autor:in) / Gu, Zhong-ming (Autor:in) / Li, Chen (Autor:in) / Wang, Xiao-ying (Autor:in) / Hu, Shi-sheng (Autor:in)

Erschienen in:

Experimental Mechanics in Nano and Biotechnology, ICEM, International Conference on Experimental Mechanics, 2006, ACEM, Asian Conference on Experimental Mechanics, 5 ; 1581-1584

Key Engineering Materials ; 326-328

Erscheinungsdatum:

2006

Format / Umfang:

4 Seiten, 4 Bilder, 2 Tabellen, 2 Quellen

ISBN:

978-087849-415-6

ISSN:

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.326-328.1581

Medientyp:

Aufsatz (Konferenz)

Format:

Print

Sprache:

Englisch

Schlagwörter:

Dehngeschwindigkeit , Druckprüfung , Dynamikkompression , dynamisches Verhalten , experimentelle Untersuchung , faserverstärkter Beton , Nylon , Riss , Spannung-Dehnung unter Druck , Versagen , Verstärkungsgewebe

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