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Cyclic behaviour of stone and brick masonry under uniaxial compressive loading

Oliveira, D. V. / Lourenço, P. B. / Roca, P.

Abstract An experimental research concerning the uniaxial compressive behaviour of stone and brick specimens, as well as masonry prisms, is presented. Local sandstone and clay brick materials were used in order to obtain results representative with respect to local constructions. Aiming at a comprehensive material description, a set of displacement-controlled experiments were carried out, both under monotonic and cyclic compressive loading. The procedure adopted for testing is described and the results are discussed, namely material brittleness, intrinsic variability, energy dissipation and stiffness degradation.

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Cyclic behaviour of stone and brick masonry under uniaxial compressive loading

Oliveira, D. V. / Lourenço, P. B. / Roca, P.

Abstract An experimental research concerning the uniaxial compressive behaviour of stone and brick specimens, as well as masonry prisms, is presented. Local sandstone and clay brick materials were used in order to obtain results representative with respect to local constructions. Aiming at a comprehensive material description, a set of displacement-controlled experiments were carried out, both under monotonic and cyclic compressive loading. The procedure adopted for testing is described and the results are discussed, namely material brittleness, intrinsic variability, energy dissipation and stiffness degradation.

Cyclic behaviour of stone and brick masonry under uniaxial compressive loading

Oliveira, D. V. / Lourenço, P. B. / Roca, P.

Abstract An experimental research concerning the uniaxial compressive behaviour of stone and brick specimens, as well as masonry prisms, is presented. Local sandstone and clay brick materials were used in order to obtain results representative with respect to local constructions. Aiming at a comprehensive material description, a set of displacement-controlled experiments were carried out, both under monotonic and cyclic compressive loading. The procedure adopted for testing is described and the results are discussed, namely material brittleness, intrinsic variability, energy dissipation and stiffness degradation.

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Title:

Cyclic behaviour of stone and brick masonry under uniaxial compressive loading

Contributors:

Oliveira, D. V. (author) / Lourenço, P. B. (author) / Roca, P. (author)

Published in:

Materials and Structures ; 39

Publication date:

2006

ISSN:

DOI:

https://doi.org/10.1617/s11527-005-9050-3

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Stiffness Degradation , Stone Masonry , Brick Masonry , Masonry Structure , Compressive Strength

Classification:

BKL: 56.45 Baustoffkunde / 51.30 Werkstoffprüfung, Werkstoffuntersuchung

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