2004
DOI: 10.1201/9781482271195
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Autoclaved Aerated Concrete - Properties, Testing and Design

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Cited by 22 publications
(36 citation statements)
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“…It can be also observed that both the strength and the fracture energy of masonry samples in the two examined directions are comparable to those of the homogeneous material, as reported in the technical literature [5,35,37,38]. …”
Section: Characterization Of Aac Masonry Beams In Flexuresupporting
confidence: 83%
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“…It can be also observed that both the strength and the fracture energy of masonry samples in the two examined directions are comparable to those of the homogeneous material, as reported in the technical literature [5,35,37,38]. …”
Section: Characterization Of Aac Masonry Beams In Flexuresupporting
confidence: 83%
“…The first ones, characterized by a 40 mm square basis and 80 mm height, provided indeed an average uniaxial compressive strength approximately equal to f AAC = 2.8 MPa, while for 40 mm side cubes a value of f AAC,cube = 3.1 MPa was found. These values were almost coincident with those provided from standard tests previously carried out on the adopted raw material (see [35] for further details), as well as with those available in the technical literature for a material with similar density and moisture content [5,6]. Anyway, it should be kept in mind that AAC compressive strength depends on the geometry and dimensions of tested blocks.…”
Section: Uniaxial Compression Testsmentioning
confidence: 50%
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“…According to standard EN 680 5 , reference drying shrinkage should be preferably specified. There is practical evidence that the reference drying shrinkage is relatively low as compared to the total drying shrinkage and it could seem that it is safe to rely on in terms of scratch resistance of masonry.…”
Section: Designermentioning
confidence: 99%
“…Foaming agent is used to develop porous in the geopolymer pasta. [4] Lightweight concrete properties into concrete mixture was hardly influenced by foaming agent doses. In previous studies, added foaming agent at dosage of 0%, 0.3%, 0.6%, and 0.9% into concrete mixture experienced to give good properties of lightweight concrete.…”
Section: Introductionmentioning
confidence: 99%