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- W2147156914 endingPage "2032" @default.
- W2147156914 startingPage "2021" @default.
- W2147156914 abstract "For a given combination of masonry units and mortar, the flexural strength of masonry is dependent on the quality of workmanship, the method of loading, and the number of mortar joints in the span. The weakest link theory is applied to establish the relationship between flexural strength test data obtained for the same materials and workmanship by different loading conditions and sizes of masonry units. The theoretical results are verified by tests on 71 prisms and 23 wall panels." @default.
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- W2147156914 date "1985-09-01" @default.
- W2147156914 modified "2023-09-26" @default.
- W2147156914 title "Flexural Strength of Masonry Prisms Versus Wall Panels" @default.
- W2147156914 doi "https://doi.org/10.1061/(asce)0733-9445(1985)111:9(2021)" @default.
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