Mechanical behavior of SHCC under impact loading

Viktor Mechtcherine; O. Millon; Marko Butler; K. Thoma

doi:10.1007/978-94-007-2436-5_36

Mechanical behavior of SHCC under impact loading

Research output: Contribution to book/Conference proceedings/Anthology/Report › Conference contribution › Contributed › peer-review

Contributors

Viktor Mechtcherine - , Chair of Construction Materials (Author)
O. Millon - , Fraunhofer Institute for High-Speed Dynamics, Ernst-Mach-Institut (Author)
Marko Butler - , Chair of Construction Materials (Author)
K. Thoma - , Fraunhofer Institute for High-Speed Dynamics, Ernst-Mach-Institut (Author)

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.

Details

Original language	English
Title of host publication	High performance fiber reinforced cement composites 6
Editors	Gustavo J. Parra-Montesinos, Hans-W. Reinhardt, A. E. Naaman
Publisher	Springer Nature Switzerland, Dortrecht [u. a.]
Pages	297-304
Number of pages	8
ISBN (electronic)	978-94-007-2436-5
ISBN (print)	978-94-007-2435-8
Publication status	Published - 2012
Peer-reviewed	Yes

Publication series

Series	RILEM bookseries
Volume	2
ISSN	2211-0844

External IDs

researchoutputwizard	legacy.publication#63303
Scopus	84874355701

Research Portal of the TU Dresden

Mechanical behavior of SHCC under impact loading

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Abstract

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