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- W3015280448 abstract "Aerated concrete structures are widely used in construction as load-bearing or filler structures. The article describes the probabilistic approach to estimation of anchor (dowel) pull-out capacity. The article also presents the experimental studies of control samples from aerated concrete and diagrams “stress – strain”. The maximum permissible load values are obtained for the given batch of aerated concrete blocks based on the requirements of ensuring the specified reliability (probability of no-failure). Permissible load on the anchor (dowel) will also depend on the number of anchors in case of set of anchors as a conditional sequential mechanical system in terms of reliability theory. The design equations is given the reliability analysis of anchor (dowel) on pull-out force with limited statistical data and small number of control samples for using probabilistic and statistical approaches." @default.
- W3015280448 created "2020-04-17" @default.
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- W3015280448 date "2020-01-01" @default.
- W3015280448 modified "2023-10-18" @default.
- W3015280448 title "PROBABILISTIC ANALYSIS OF ANCHOR (DOWEL) PULL-OUT CAPACITY IN AERATED CONCRETE" @default.
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- W3015280448 doi "https://doi.org/10.14489/hb.2020.02.pp.025-029" @default.
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