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공과대학
건축도시시스템공학과
Journal papers
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Shear Bond Strength between ALC and Thin-Bed Mortar Strengthened with Glass Fiber Mesh
Title
Shear Bond Strength between ALC and Thin-Bed Mortar Strengthened with Glass Fiber Mesh
Authors
Kim C.-G.
;
Kim Y.-M.
;
Park H.-G.
Ewha Authors
김철구
SCOPUS Author ID
김철구
Issue Date
2022
Journal Title
Journal of the Korea Concrete Institute
ISSN
1229-5515
Citation
Journal of the Korea Concrete Institute vol. 34, no. 1, pp. 61 - 71
Keywords
ALC
;
Direct shear
;
Glass fiber
;
Prism
;
Shear bond
Publisher
Korea Concrete Institute
Indexed
SCOPUS; KCI
Document Type
Article
Abstract
As autoclaved lightweight concrete (ALC) blocks are bonded with thin-bed mortar to form an ALC structure, the bond strength of ALC prisms is important. In this study, the direct shear bond strength between ALC and thin-bed mortar was experimentally evaluated. As the major test variables, compressive strength of ALC block, clamping stress between ALC blocks, and use of glass fiber reinforced polymer (GFRP) and embedded dowel bars were considered. The test results showed that the shear bond strength increased when the compressive strength of the ALC block was low and that of the thin-bed mortar was high. The clamping stress between the ALC blocks increased the shear bond strength and the residual stress after the peak load. The GFRP attached at the wall surface also increased the residual stress. The dowel bar between ALC blocks was most effective to increase shear bond between ALC and thin-bed mortar. © 2022 by Korea Concrete Institute.
DOI
10.4334/JKCI.2022.34.1.061
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