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A penetration test to study the mechanical response of mortar in ancient masonry buildings
Abstract A simple method for studying the mechanical response of the mortar in existing masonry buildings is presented herein. The method is based on the measurement of the penetration depth increment of a steel probe (4 mm diameter) at each hammer blow (impact energy=2.2 J). Numerous tests were carried out on different laboratory specimens in order to formulate a relationship between the compressive strength and the probe penetration rate, and a series of tests on actual masonry elements confirmed that the proposed relationship is sound.
A penetration test to study the mechanical response of mortar in ancient masonry buildings
Abstract A simple method for studying the mechanical response of the mortar in existing masonry buildings is presented herein. The method is based on the measurement of the penetration depth increment of a steel probe (4 mm diameter) at each hammer blow (impact energy=2.2 J). Numerous tests were carried out on different laboratory specimens in order to formulate a relationship between the compressive strength and the probe penetration rate, and a series of tests on actual masonry elements confirmed that the proposed relationship is sound.
A penetration test to study the mechanical response of mortar in ancient masonry buildings
Felicetti, Roberto (Autor:in) / Gattesco, Natalino (Autor:in)
1998
Aufsatz (Zeitschrift)
Englisch
A penetration test to study the mechanical response of mortar in ancient masonry buildings
British Library Online Contents | 1998
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Springer Verlag | 1998
|A penetration test to study the mechanical response of mortar in ancient masonry buildings
Online Contents | 1998
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