Resistance of steel-concrete sandwich tubes to penetration

G. G. Corbett; S. R. Reid; S. T.S. Al-Hassani

doi:10.1016/0734-743X(90)90012-K

Resistance of steel-concrete sandwich tubes to penetration

G. G. Corbett^*, S. R. Reid, S. T.S. Al-Hassani

^*Corresponding author for this work

Engineering

University of Manchester

Research output: Contribution to journal › Article › peer-review

13 Citations (Scopus)

Abstract

The ability of steel-concrete-steel sandwich tubes to resist local lateral loads has been investigated experimentally. Two types of loading were employed: quasi-static, by means of a 12.7 mm diameter hemispherically tipped punch, and dynamic, by means of a 12.7 mm diameter hemispherically tipped projectile fired from a compressed air gun. The performance of tubes with skin thicknesses of 1 mm and filler thicknesses of 10, 20 and 38 mm was measured in terms of energy absorption capabilities and compared with the equivalent performance of monolithic steel tubes.

Original language	English
Pages (from-to)	191-203
Number of pages	13
Journal	International Journal of Impact Engineering
Volume	9
Issue number	2
DOIs	https://doi.org/10.1016/0734-743X(90)90012-K
Publication status	Published - 1 Jan 1990

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Resistance of steel-concrete sandwich tubes to penetration

Abstract

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