Abstract
This paper presents the results of short-time dynamic measurements on a strain-hardening cement-based composite (SHCC) at strain rates 140 to 180s-1. The dynamic experiments were performed by means of a Hopkinson bar. Uniaxial, quasi-static tensile tests served as reference. The mechanical performances under dynamic and quasi-static loadings are compared and also related to the observed crack patterns and the condition of fracture surfaces. © RILEM 2012.
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CITATION STYLE
APA
Mechtcherine, V., Millon, O., Butler, M., & Thoma, K. (2012). Mechanical behavior of SHCC under impact loading. RILEM Bookseries, 2, 297–304. https://doi.org/10.1007/978-94-007-2436-5_36
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