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dc.contributor.authorJiang, G.
dc.contributor.authorHao, Hong
dc.contributor.authorZeng, C.
dc.contributor.authorHao, Y.
dc.contributor.authorWu, R.
dc.contributor.authorLiu, J.
dc.date.accessioned2017-01-30T13:24:41Z
dc.date.available2017-01-30T13:24:41Z
dc.date.created2015-10-29T04:09:22Z
dc.date.issued2013
dc.identifier.citationJiang, G. and Hao, H. and Zeng, C. and Hao, Y. and Wu, R. and Liu, J. 2013. Experimental study of friction effect under impact loading. Wuli Xuebao/Acta Physica Sinica. 62 (11): Article ID 116203.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/31321
dc.identifier.doi10.7498/aps.62.116203
dc.description.abstract

When testing impact dynamics of concrete, usually a variety of kinetic effects can be seen, such as the axial and lateral inertial confinement effects, the effects of stress wave propagation and the final friction effects, etc. Some of these are the material is nature itself such as the size effect, some are experimental errors, etc., but all the dynamic effects, may enter the final test results so that unnecessary errors or even wrong values may be brought into experiments. Due to the mechanism of friction effect, we have designed three different sizes of specimen for SHPB test. The quantitative values of the friction effect are obtained. The DIF is corrected, which is the basis for concrete impact engineering design.

dc.titleExperimental study of friction effect under impact loading
dc.typeJournal Article
dcterms.source.volume62
dcterms.source.number11
dcterms.source.issn1000-3290
dcterms.source.titleWuli Xuebao/Acta Physica Sinica
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusFulltext not available


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