Experimental study on dynamic compression of nylon reinforced concrete

Qing Ming Zhang; Zhong Ming Gu; Li Chen; Xiao Ying Wang; Shi Sheng Hu

doi:10.4028/0-87849-415-4.1581

Experimental study on dynamic compression of nylon reinforced concrete

Qing Ming Zhang^*
, Zhong Ming Gu
, Li Chen
, Xiao Ying Wang
, Shi Sheng Hu

^*此作品的通讯作者

机电学院

Beijing Institute of Technology
University of Science and Technology of China

科研成果: 期刊稿件 › 文章 › 同行评审

1 引用（Scopus）

摘要

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 from7mm to 10mm in diameters, a SPH bar which is 74mm 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.

源语言	英语
页（从-至）	1581-1584
页数	4
期刊	Key Engineering Materials
卷	326-328 II
DOI	https://doi.org/10.4028/0-87849-415-4.1581
出版状态	已出版 - 2006

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title = "Experimental study on dynamic compression of nylon reinforced concrete",

abstract = "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 from7mm to 10mm in diameters, a SPH bar which is 74mm 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.",

keywords = "Dynamic compression, Nylon reinforced concrete, SHPB, Strain rate effect",

author = "Zhang, \{Qing Ming\} and Gu, \{Zhong Ming\} and Li Chen and Wang, \{Xiao Ying\} and Hu, \{Shi Sheng\}",

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T1 - Experimental study on dynamic compression of nylon reinforced concrete

AU - Zhang, Qing Ming

AU - Gu, Zhong Ming

AU - Chen, Li

AU - Wang, Xiao Ying

AU - Hu, Shi Sheng

PY - 2006

Y1 - 2006

N2 - 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 from7mm to 10mm in diameters, a SPH bar which is 74mm 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.

AB - 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 from7mm to 10mm in diameters, a SPH bar which is 74mm 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.

KW - Dynamic compression

KW - Nylon reinforced concrete

KW - SHPB

KW - Strain rate effect

UR - https://www.scopus.com/pages/publications/33751541406

U2 - 10.4028/0-87849-415-4.1581

DO - 10.4028/0-87849-415-4.1581

M3 - Article

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SN - 1013-9826

VL - 326-328 II

SP - 1581

EP - 1584

JO - Key Engineering Materials

JF - Key Engineering Materials

ER -

Experimental study on dynamic compression of nylon reinforced concrete

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