Mechanical properties of expanded polystyrene lightweight aggregate concrete and brick

Y Xu, L Jiang, J Xu, Y Li - Construction and Building Materials, 2012 - Elsevier
In this study, mix proportion parameters of expanded polystyrene (EPS) lightweight
aggregate concrete are analyzed by using Taguchi's approach. The density, compressive …

Development of a dataset on the in-plane experimental response of URM piers with bricks and blocks

P Morandi, L Albanesi, F Graziotti, TL Piani… - … and Building Materials, 2018 - Elsevier
In this paper, a dataset collecting the results of in-plane cyclic tests on unreinforced masonry
piers, carried out within different research projects, is presented. The dataset includes brick …

Modeling of crashworthy foam mounted braced unreinforced brick masonry wall and prediction of anti-blast performance

SM Anas, M Shariq, M Alam… - International Journal of …, 2024 - journals.sagepub.com
Explosions are continually occurring in many parts of the world endangering human lives
and seriously affecting the health of infrastructures and facilities. Low-rise buildings having a …

Detailed micro-modelling of the direct shear tests of brick masonry specimens: the role of dilatancy

G Andreotti, F Graziotti, G Magenes - Engineering Structures, 2018 - Elsevier
The mechanical parameters (shear strength of bed joints) derived from triplet tests can
apparently be significantly different from those obtained through the so called “shove test” …

Shear response of partially-grouted reinforced masonry walls with a central opening: Testing and detailed micro-modelling

S Calderón, C Sandoval, O Arnau - Materials & Design, 2017 - Elsevier
Openings can have a significant effect on the seismic response of partially grouted
reinforced masonry (PG-RM) walls. Despite this, very few investigations have been carried …

Modelling approaches of the in-plane shear behaviour of unreinforced and FRP strengthened masonry panels

A Gabor, A Bennani, E Jacquelin, F Lebon - Composite structures, 2006 - Elsevier
The paper presents different finite element modelling approaches, developed with a
commercial software, for the analysis of the behaviour of unreinforced and FRP …

Experimental and numerical insights on the diagonal compression test for the shear characterisation of masonry

J Segura, L Pelà, S Saloustros, P Roca - Construction and Building …, 2021 - Elsevier
The masonry tensile strength and shear modulus play a key role in the definition of the shear
capacity of masonry structures. These properties are often determined experimentally by …

Experimental characterization and detailed micro-modeling of multi-perforated clay brick masonry structural response

C Sandoval, O Arnau - Materials and Structures, 2017 - Springer
Aiming towards a better understanding of the structural response presented by multi-
perforated clay brick masonry, this paper presents the results of an experimental program …

Capacity interaction in brick masonry under simultaneous in-plane and out-of-plane loads

MA Najafgholipour, MR Maheri, PB Lourenço - Construction and building …, 2013 - Elsevier
A considerable number of numerical and experimental studies, carried out to-date to
investigate the behaviour of masonry walls under seismic loading, have considered the in …

Retrofitting unreinforced masonry by steel fiber reinforced mortar coating: uniaxial and diagonal compression tests

SS Lucchini, L Facconi, F Minelli, G Plizzari - Materials and Structures, 2020 - Springer
Thin layers of mortar reinforced with steel fibers can be applied on one or both sides of
bearing walls as an effective seismic strengthening of existing masonry buildings. To assess …