This research programme was carried out to investigate the behaviour of high-strength concrete plates subjected to impact loading. The research includes an experimental investigation on 16 concrete plates. A rigid projectile was used to apply the impact load to the tested reinforced concrete specimens. The rigid projectile consisted mainly of a solid steel cylinder with 220 kg mass and 304·5 mm dia. contact area, dropped at variable heights of up to 4 m. The structural behaviour with respect to deflection, concrete and steel strains, failure mode and energy absorption was examined. The effects of dynamic loading, concrete strength, reinforcement ratio and support pattern were the test parameters. Based on the experimental test results, it has been found that at a test velocity of 4−7 m/s the impact load is about twice the static punching shear capacity estimated from code provisions.
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February 2001
Research Article|
February 01 2001
Behaviour of high-strength concrete plates under impact loading Available to Purchase
S. Murtiadi;
S. Murtiadi
*
Deptartment of Civil Engineering, Mataram University
Mataram, Indonesia
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H. Marzouk
H. Marzouk
†
Memorial University of Newfoundland
St John's, Newfoundland, A1B 3X5, Canada
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Publisher: Emerald Publishing
Received:
October 25 1999
Revision Received:
March 22 2000
Accepted:
May 02 2000
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 2001 Thomas Telford Ltd
2001
Magazine of Concrete Research (2001) 53 (1): 43–50.
Article history
Received:
October 25 1999
Revision Received:
March 22 2000
Accepted:
May 02 2000
Citation
Murtiadi S, Marzouk H (2001), "Behaviour of high-strength concrete plates under impact loading". Magazine of Concrete Research, Vol. 53 No. 1 pp. 43–50, doi: https://doi.org/10.1680/macr.2001.53.1.43
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