6533b870fe1ef96bd12cf80c
RESEARCH PRODUCT
Attendibilità dei modelli per la valutazione dei moduli elastici delle murature suggeriti dalle norme tecniche
Liborio CavaleriFabio Di TrapaniGiuseppe MacalusoMaurizio Papiasubject
Modulus of elasticityTechnical codeBuilding and ConstructionDiagonal compressive testGeotechnical Engineering and Engineering GeologyTechnical codesOrdinary compressive testSettore ICAR/09 - Tecnica Delle CostruzioniOrdinary compressive testsModulus of rigidityDiagonal compressive tests; Masonry; Modulus of elasticity; Modulus of rigidity; Ordinary compressive tests; Technical codes;Safety Risk Reliability and QualityMasonryDiagonal compressive testsdescription
In this paper the results of an experimental investigation aimed to the assessment of Young moduli, rigidity moduli and other mechanical properties for different types of masonry are shown. The mechanical characteristics predicted by models proposed by some technical codes were compared against experimental data. This study was motivated by the suggestion of the Masonry Standards Joint Committee's (MSJC) code that, while proposing the use of such models, acknowledges the lack of testing in support of their validation. The experimental investigation has included compressive tests on components (blocks and mortar), diagonal compressive tests and ordinary compressive tests (orthogonally to beds joints) on portions of masonry. The details of the experimental campaign and the prediction capacity of the above models, for the types of masonry investigated, are presented.
| year | journal | country | edition | language |
|---|---|---|---|---|
| 2012-01-01 |